NAVY UFGS-41 22 13 33-2010 PORTAL CRANE TRACK INSTALLATION《门式起重机轨道安装》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 13.33 (May 2010)-Preparing Activity: NAVFAC Superseding UFGS-41 22 13.33 (April 2008)UFGS 41 22 23.23 20 UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 41 - MATERIAL PROCESSING

2、 AND HANDLING EQUIPMENTSECTION 41 22 13.33PORTAL CRANE TRACK INSTALLATION05/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCE1.3.1 Welder, Welding Method, and Welder Qualification1.3.2 Certifications Required1.4 DELIVERY, STORAGE, AND HANDLING1.5 EXISTING CONDITIONSPART 2 PRODUCTS2.1

3、 RAIL MATERIALS2.1.1 Crane Rail2.1.1.1 Rail Section Weight and Hardness2.1.1.2 Metallurgical Composition2.1.2 Joint Bars2.1.3 Track Bolts, Nuts, and Washers2.1.4 Rail Clips2.1.5 Weldable, Adjustable Rail Clips2.1.6 Impact Pads2.1.7 Electrodes2.2 CRANE TRACK FITTINGS2.2.1 Four-Rail Portal Crane Track

4、 Systems2.2.2 Two-Rail Portal Crane Track Systems2.2.2.1 Cast Manganese Steel Double-Tongue Switch Points2.2.2.2 Cast Manganese Steel Rigid Ramp-Type Frogs2.2.2.3 Cast Manganese Steel Turntable Frogs2.2.2.4 Fabricated Double-Tongue Switch Points2.2.2.5 Fabricated Rigid Ramp-Type Frogs2.2.2.6 Fabrica

5、ted Turntable Frogs2.2.2.7 Manually-Operated Switch Throw Mechanisms and Housings2.2.2.8 Power-Operated Switch Throw Mechanism2.3 DRAINAGE LINES FOR FITTINGS2.4 FOUNDATION MATERIALSSECTION 41 22 13.33 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS

6、-,-,-2.4.1 Base Plates2.4.2 Anchor Bolts2.4.3 Nonmetallic Nonshrink Grout2.4.4 Epoxy Grout2.4.5 Portland Cement Concrete2.5 STANDARD GAGE RAILROAD TRACK2.6 OIL FOR TRACK FIXTURESPART 3 EXECUTION3.1 WORKMANSHIP3.2 INSTALLATION OF CRANE TRACK AND FITTINGS3.2.1 Crane Rails3.2.2 Welded Crane Rail Joints

7、3.2.2.1 Thermite Method3.2.2.2 Manual Shielded-Arc Welding Method3.2.2.3 Electrical Flash-Butt Method3.2.3 Bolted Rail Joints3.2.3.1 Joint Bars3.2.3.2 Compromise Joints3.2.4 Anchor Bolts3.2.5 Base Plates3.2.6 Crane Track Fittings3.2.6.1 Crane Switches3.2.6.2 Rigid Frogs3.2.6.3 Turntable Frogs3.2.7 S

8、tandard Gage Railroad Tracks3.2.8 Oiling Track Fixtures3.2.9 Concrete3.3 CLEANUP3.4 FIELD QUALITY CONTROL3.4.1 Test for Grout3.4.2 Visual Inspection3.4.3 Ultrasonic Inspection of Welded Rail Joints3.4.4 Load Test3.4.5 Throw Mechanism Operational Test3.4.6 Retesting3.4.7 Record Drawing Survey- End of

9、 Section Table of Contents -SECTION 41 22 13.33 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-41 22 13.33 (May 2010)-Preparing Activity: NAVFAC Superseding UFGS-41 22 13.33 (April 2008)UFGS 41 22 23.23 20

10、UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 41 22 13.33PORTAL CRANE TRACK INSTALLATION05/10*NOTE: This guide specification covers the requirements for procurement, installation and testing of portal crane trackage.Edit this guide specificatio

11、n for project specific 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 gu

12、ide specification are welcome 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 (C

13、CR).*NOTE: Use this specification in conjunction with the following NAVFAC Standard Drawings that form part of MIL-DTL-82020 and MIL-DTL-29229 and following Definitive Drawings and UFC 4-860-02N, “Design: Trackage .“ These are available in inch-pound units only.NAVFAC NO./TITLE1404353 “Definitive Dr

14、awing - Fabricated Portal Crane Track Switch Throw Linkage“1404354 “Definitive Drawing - Portal Crane Track Switch Power Mechanism“1404355 “Definitive Drawing - Portal Crane Track SECTION 41 22 13.33 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-

15、,-,-Turntable Frog Power Mechanism“Crane track material, especially fittings, frequently require long lead time to become available to the Contractor. Ensure that the lead time required for material specified in this guide specification is considered when project construction time is established.*NO

16、TE: TO DOWNLOAD UFGS GRAPHICSGo to http:/www.wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.*NOTE: Show the following information on the project drawings:1. Existing material to be reused, if required2. Crane rail system type3. Crane wheel type4. Rail curvature geometry5. Switch throw mechanism6. Utility line c

17、onnections for power operated switch throw mechanism7. Drainage for track fittings and switch throw mechanism housings8. Rail alignment and gage9. Rail joint connection types10. Welding method at each welded joint11. Sketch No. 41 22 13.33-1 and Sketch No. 41 22 13.33-2Scheduling restraints which im

18、pact on the Contractors time or cost to perform the work, station operations affected by the Contractors work, and station operations which may affect the performance of the Contractors work should be addressed in Section 01 30 00 ADMINISTRATIVE REQUIREMENTS. The following is a sample paragraph whic

19、h may be used in Section 01 30 00 ADMINISTRATIVE REQUIREMENTS, paragraph “Special Scheduling Requirements.“INTERFACE WITH TRACK OPERATIONS: Schedule work to minimize interference to crane, (train,) and vehicular traffic operations. Crane and/or train SECTION 41 22 13.33 Page 4Provided by IHSNot for

20、ResaleNo reproduction or networking permitted without license from IHS-,-,-operations will be scheduled to minimize interruptions to Contractors work. However, critical materials must be transported as necessary. When it is required to transport critical material over trackage where Contractor is wo

21、rking, or to utilize portal cranes in work areas, Government will notify Contractor at least 5 calendar days, or as required, in advance so that he may schedule his work accordingly. If necessary, work scheduling for the entire project will be discussed during the pre-construction conference and pre

22、sent a proposed work schedule not later than 5 calendar days (or as required) after the pre-construction conference.*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

23、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 Reference Article. Also use the Reference Wizards Che

24、ck 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 form a part of this specification to the ext

25、ent referenced. The publications are referred to within the text by the basic designation only.AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION (AREMA)AREMA Eng Man (2009) Manual for Railway EngineeringAREMA Track Plans (2008) Portfolio of Trackwork PlansAMERICAN WELDING SOCIETY (AWS)

26、AWS D1.1/D1.1M (2008; Errata 2008) Structural Welding Code - SteelASME INTERNATIONAL (ASME)ASME B18.2.1 (1996; R 2005) Square and Hex Bolts and SECTION 41 22 13.33 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Screws (Inch Series)ASME B18.2.2

27、 (1987; R 2005) Standard for Square and Hex NutsASTM INTERNATIONAL (ASTM)ASTM A 1 (2000; R 2005) Standard Specification for Carbon Steel Tee RailsASTM A 128/A 128M (1993; R 2007) Standard Specification for Steel Castings, Austenitic ManganeseASTM A 183 (2003; R 2009) Standard Specification for Carbo

28、n Steel Track Bolts and NutsASTM A 283/A 283M (2003; R 2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel PlatesASTM A 325 (2009) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A 325M (2009a) Standard Specif

29、ication for Structural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 49 (2001; R 2006) Standard Specification for Heat Treated Carbon Steel Joint Bars, Microalloyed Joint Bars and Forged Carbon Ste

30、el Compromise Joint BarsASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM C 109/C 109M (2008) Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens)ASTM C 144 (2004) Sta

31、ndard Specification for Aggregate for Masonry MortarASTM C 157/C 157M (2008) Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and ConcreteASTM D 1763 (2000; R 2005) Epoxy ResinsU.S. DEPARTMENT OF DEFENSE (DOD)MIL-DTL-29229 (Rev B, Notice 1) Switches and Frogs, Track, Fabric

32、ated, for Portal CranesSECTION 41 22 13.33 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-82020 (2005; Rev C; Notice 1) Switches, and Frogs, Track, Cast Manganese Steel, for Portal CranesMIL-STD-1699 (1992; Rev B) Nondestructive Evalua

33、tion of Butt Welds in Crane and Railroad Rails1.2 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 adequat

34、e 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 complex and can be reviewed through the Contractors Quality Control system. Only add a

35、 “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 submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army

36、 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 Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not

37、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 for Contractor

38、Quality Control approval.for 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 Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop Drawings Crane track fittings; G; G,

39、 _ Switch throw mechanisms and housings; G; G, _ Drainage lines connections; G; G, _ Weldable, adjustable rail clips; G; G, _SECTION 41 22 13.33 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,- Impact pads; G; G, _SD-03 Product DataRail materia

40、ls; G; G, _joint bars and methods of installation; G; G, _Rail clips; G; G, _Anchor bolts; G; G, _Grout; G; G, _Drainage lines; materials, pipe, and fittings; G; G, _SD-06 Test ReportsTest for grout; G; G, _Visual inspection; G; G, _Ultrasonic inspection of welded rail joints; G; G, _Load test; G; G

41、, _Throw mechanism operational test; G; G, _Retesting; G; G, _SD-07 CertificatesStandard railway fittings; G; G, _Base plates; G; G, _Grout; G; G, _Aggregate materials; G; G, _Welding method; G; G, _Welder qualification; G; G, _1.3 QUALITY ASSURANCE1.3.1 Welder, Welding Method, and Welder Qualificat

42、iona. Manual Shielded-Arc Welding Method: AWS D1.1/D1.1M, submit certification for each welder stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests.b. Thermite Welding Method: W

43、elder qualification requirements for thermite welding method are defined in Section 34 11 19.00 20 WELDING CRANE AND RAILROAD RAIL - THERMITE METHOD.SECTION 41 22 13.33 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.3.2 Certifications RequiredSubmit certifications for standard railway fittings as outlined in AREA Manual and for base plates, grout, and aggregate materials used in crane track support in accordance with requirements specified herein.1.4 DELIVERY, STORAGE, AND HANDLINGDeliver assembled items, and other materials to