NAVY UFGS-33 56 13 13-2012 STEEL TANKS WITH FIXED ROOFS.pdf
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1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 56 13.13 (May 2012)-Preparing Activity: NAVFAC Superseding UFGS-33 56 13.13 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 56 13.13STEEL TANKS
2、 WITH FIXED ROOFS05/12PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 COPIES OF API PUBLICATIONS1.4 RELATED REQUIREMENTS1.5 DESIGN REQUIREMENTS1.5.1 Seismic Design Requirements1.5.1.1 Columns1.5.1.2 Shell Height1.5.2 Tank Nozzles1.5.3 Tank Roof1.5.3.1 Emergency Ventilation1.5.3.2 Emergency Vent Device
3、s1.5.4 Corrosion Allowance1.5.5 Design Metal Temperature1.5.6 Tank Bottom1.6 QUALIFICATIONS OF TANK ERECTOR1.6.1 Welding Qualifications1.7 TANK CALIBRATION EXPERIENCE1.8 QUALIFICATIONS OF FLOATING PAN MANUFACTURER1.9 QUALITY ASSURANCE1.9.1 Delivery and Storage Handling1.9.2 Steel Tank Drawing Requir
4、ements1.9.3 Data Requirements1.9.4 Weld Inspector Certification1.9.5 Test Reports1.9.6 Inspection and NDE Personnel1.9.6.1 NDE Personnel Certification1.9.6.2 Qualifications of Testing Agency1.9.7 Qualifications of API Std 653 InspectorPART 2 PRODUCTS2.1 MATERIALS2.1.1 Materials for Equipment, Pipe,
5、and FittingsSECTION 33 56 13.13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2 STRUCTURAL STEEL2.3 CARBON STEEL, PIPE FITTINGS, FLANGES, GASKETS, AND BOLTING2.4 STAINLESS STEEL PIPE, FITTINGS, FLANGES, GASKETS, AND BOLTING2.5 ALUMINUM PIPI
6、NG FOR STILLING WELLS2.6 BOLTING AND ALUMINUM FLANGES FOR STILLING WELLS2.7 WELDING FOR ALUMINUM PIPING2.7.1 Process for Aluminum2.7.2 Aluminum Welding Electrodes and Rods2.8 BOLTING FOR SHELL MANHOLE COVERS2.9 GASKETS FOR MANHOLE COVERS AND STILLING WELL FLANGES2.10 TANK BOTTOM TO FOUNDATION SEAL2.
7、10.1 Tank Bottom to Foundation Gasket - Self Anchored Tanks2.10.2 Tank Shims and Tank Grout - Anchored Tanks2.11 INTERIOR PROTECTIVE COATING SYSTEM2.12 EXTERIOR PROTECTIVE COATING SYSTEM2.13 APPURTENANCES2.13.1 Floating Pan Installation Hatch2.13.2 Floating Pan2.13.2.1 Pan Integrity2.13.2.2 Floating
8、 Pan Prototype Fire Test2.13.2.3 Joint Connections2.13.2.4 Aluminum Extrusions2.13.2.5 Aluminum Sandwich Panels2.13.2.6 Support Legs2.13.2.7 Periphery Seals2.13.2.8 Penetrations2.13.2.9 Manhole2.13.2.10 Grounding Cables2.13.2.11 Anti-Rotation Cable2.13.3 Sample Gauge Hatch2.13.4 Floating Seal and Re
9、trieval Winch2.13.5 Mechanical Tape Level Gauge2.13.6 Venting2.13.6.1 Overflow/Circulation Vents2.13.6.2 Center Roof Vent2.13.7 Circumferential Stairway and Platforms2.13.8 Manhole Access Platforms2.13.9 Roof Perimeter Guardrail2.13.10 Internal Ladders2.13.11 Roof Manhole2.13.12 Emergency Vent2.13.1
10、3 Roof Circulation Vent/Inspection Hatches2.13.14 Water Draw-Off System2.13.14.1 Basis of Design of Water Draw-Off System2.13.14.1.1 Detail Drawing2.13.15 Sidestream Filtration System2.13.15.1 Basis of Design of Sidestream Filtration System2.13.15.2 Detail Drawing2.13.16 Shell Manholes2.13.17 Scaffo
11、ld Cable Support2.13.18 Antiseize Compound2.13.19 Channel Mounting2.13.20 AnchorsPART 3 EXECUTION3.1 SAFETY PRECAUTIONS3.2 API Std 653 INSPECTION REPORTS3.3 CONSTRUCTIONSECTION 33 56 13.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.3.1 A
12、ccessibility3.3.2 Tank Erector Site Superintendent3.3.3 Floating Pan Superintendent3.3.4 Tank3.3.5 Roof Plate Seams3.3.5.1 Prohibition of Protective Coatings on Surfaces to be Welded3.3.6 Roof Supports3.3.7 Surface Finishing3.3.8 Tank Bottom To Foundation Seal3.3.9 Attachments3.3.10 Nozzles3.3.11 Ta
13、nk Bottom Sump3.4 INSTALLATION OF INTERNAL FLOATING PAN3.5 END CONNECTIONS FOR EQUIPMENT, VALVES, PIPE, AND FITTINGS3.6 FIELD QUALITY CONTROL3.6.1 Tank Calibration Table3.6.1.1 Tank Calibration Method3.6.2 Weld Inspection3.6.3 Reports of Other Tests and Examinations3.6.4 Tightness Tests3.6.4.1 Penet
14、rating Oil Test3.6.4.2 Vacuum Box Test of Tank Bottom3.6.4.3 Hydrostatic Test and Settlement During Fill Test3.6.5 Tank Bottom Puddle Test3.6.6 Fill Test and Related Miscellaneous Tests3.6.6.1 Fill Test3.6.7 Roof Puddle Test3.6.8 Retesting3.6.9 Maintenance Instructions3.6.10 Operator Instructions- E
15、nd of Section Table of Contents -SECTION 33 56 13.13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 56 13.13 (May 2012)-Preparing Activity: NAVFAC Superseding UFGS-33 56 13.13 (April 2006)UNIFIED FACILIT
16、IES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION 33 56 13.13STEEL TANKS WITH FIXED ROOFS05/12*NOTE: This guide specification covers the requirements for design and installation of aboveground steel tanks with fixed cone roofs.Adhere to UFC 1-300-02 Unified Facil
17、ities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert ap
18、propriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: Tanks used to sto
19、re products having a true vapor pressure less than 10.3 kPa 0.5 psi usually are not equipped with floating pans. This specification is however written generally based on JP-5 and JP-8 jet fuel and does contain requirements for a floating pan. Other products with a true vapor pressure greater than 10
20、.3 kPa 0.5 psi, i.e. gasoline, may require additional fire protection provisions such as foam chambers which are not included in this specification.*NOTE: Earthwork, concrete work, piping, and other work in connection with the tanks should be included in the appropriate sections of the project speci
21、fication or in a separate project specification.*SECTION 33 56 13.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*NOTE: The following information shall be shown on the project drawings:1. The extent of the work included in the project shoul
22、d be indicated on drawings showing the site layout, location of outlets and inlets, water drawoff connection, manholes, other tank appurtenances, and other data required for design by the Contractor.2. If concrete foundation work is provided under a separate contract, Government work should include
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