ARMY UFGS-33 16 15-2008 WATER STORAGE STEEL TANKS《储水用钢罐》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 16 15 (April 2008)-Preparing Activity: USACE SupersedingUFGS-13 16 15 (October 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 16 15WATER STORAGE STEE

2、L TANKS04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Design and Construction Standards1.2.2 Welding1.2.3 Design Requirements1.2.4 Sizing and Design1.2.5 Standpipe Reservoir1.2.6 Sizing of Standpipe and Reservoir1.2.7 Coatings Certification1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDL

3、INGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel2.1.2 Shop Fabrication2.1.3 Ductile-Iron Pipe2.1.3.1 Bell-and-Plain End Pipe2.1.3.2 Flanged Pipe2.1.4 Specials and Fittings (except for overflow pipe)2.1.4.1 Ductile-Iron with Bell-and-Plain End2.1.4.2 Ductile-Iron with Flanged Ends2.1.4.3 Fittings for Screw

4、-Joint Pipe2.1.4.4 Joints Inside Valve Chamber2.1.5 Valves2.1.5.1 Gate Valves2.1.5.2 Butterfly Valves2.1.5.3 Check Valves2.1.5.4 Altitude Valve2.1.6 Pressure Gauge2.2 ASSEMBLIES2.2.1 Tank Accessories2.2.1.1 Manholes and Pipe ConnectionsSECTION 33 16 15 Page 1Provided by IHSNot for ResaleNo reproduct

5、ion or networking permitted without license from IHS-,-,-2.2.1.2 Overflow2.2.1.3 Vent2.2.1.4 Ladders and Safety Devices2.2.1.5 Scaffold Cable Support2.2.1.6 Balconies2.2.1.7 Coating for Welded Tanks2.2.1.8 Coating for Bolted Tanks2.2.2 Valve Chamber2.2.3 Anchors for Standpipe Reservoirs2.3 CONCRETE

6、WORK2.4 CHLORINEPART 3 EXECUTION3.1 FOUNDATIONS3.2 EXCAVATING, FILLING, AND GRADING3.3 CATHODIC PROTECTION3.4 OBSTRUCTION LIGHTING3.5 BEACON3.6 TANK INSTALLATION3.6.1 Welding3.6.2 Erection3.6.3 Inspections and Testing3.7 PIPING INSTALLATION (EXCEPT FOR OVERFLOW PIPING)3.7.1 General Guidelines3.7.2 T

7、esting of Valves and Piping3.7.3 Polyethylene Encasement of Underground Ductile-Iron Piping3.7.4 Plugging Ends3.8 PAINTING AND COATING OF TANK3.8.1 Exterior Surfaces (Welded Tanks)3.8.2 Interior Surfaces (Welded Tanks)3.8.3 Bolted Tanks3.9 DISINFECTION3.9.1 Tank3.9.2 Piping3.10 INSPECTION AND REPAIR

8、- End of Section Table of Contents -SECTION 33 16 15 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 16 15 (April 2008)-Preparing Activity: USACE SupersedingUFGS-13 16 15 (October 2007)UNIFIED FACILITIES

9、GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 33 16 15WATER STORAGE STEEL TANKS04/08*NOTE: This guide specification covers the requirements for steel standpipes, ground storage tanks (reservoirs), and elevated water tanks 380 to 1890 kL (100,000 to 500,000 gallon

10、) capacity.Edit this guide specification 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 pres

11、ent.Comments and suggestions on this guide 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 su

12、bmitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: This Section covers welded and bolted steel water storage tanks and includes the design, fabrication, and erection of a complete system to augment an existing or future water distribution system and the inspection and repair of existin

13、g water storage tanks. This specification must be edited to specify the required type of tank.The following information will be shown on the project drawings:1. Detail plans to show tank location, elevation, valve vault if required, and connection to system.SECTION 33 16 15 Page 3Provided by IHSNot

14、for ResaleNo reproduction or networking permitted without license from IHS-,-,-2. Accessories as depth indicator, telemetering automatic controls, protection against freezing, or other special project requirements.3. Requirements of Federal Aviation Agency to determine if tank constitutes a hazard t

15、o aerial navigation. If so, show pattern for orange and white painting. Detail obstruction lights or beacon and intermediate lights as required. Refer to Federal Aviation Agency Aviation Circular AC 70/7460-1G, “Obstruction Marking and Lighting“.4. Requirements for cathodic protection system, includ

16、ing details of anodes, anode layout, wiring connections, and rectifier (as applicable).*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 paragra

17、ph 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 Check Reference feature to update the issue da

18、tes.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 extent referenced. The publications are referr

19、ed to within the text by the basic designation only.AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)ASCE 7 (2005; Supp 1) Minimum Design Loads for Buildings and Other StructuresAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA B300 (2004) HypochloritesAWWA B301 (2004) Liquid ChlorineAWWA C104/A21.4 (2003) Cemen

20、t-Mortar Lining for Ductile-Iron Pipe and Fittings for WaterSECTION 33 16 15 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AWWA C105/A21.5 (2005) Polyethylene Encasement for Ductile-Iron Pipe SystemsAWWA C110/A21.10 (2003) Ductile-Iron and Gr

21、ay-Iron Fittings for WaterAWWA C111/A21.11 (2000) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and FittingsAWWA C115/A21.15 (2005) Flanged Ductile-Iron Pipe With Ductile-Iron or Gray-Iron Threaded FlangesAWWA C150/A21.50 (2002; Errata 2003) Thickness Design of Ductile-Iron PipeAWWA C151/A21.5

22、1 (2002; Errata 2002) Ductile-Iron Pipe, Centrifugally Cast, for WaterAWWA C500 (2002; R 2003) Metal-Seated Gate Valves for Water Supply ServiceAWWA C504 (2006) Standard for Rubber-Seated Butterfly ValvesAWWA C508 (2001) Swing-Check Valves for Waterworks Service, 2 In. (50 mm) Through 24 In. (600 mm

23、) NPSAWWA C600 (2005) Installation of Ductile-Iron Water Mains and Their AppurtenancesAWWA C652 (2002) Disinfection of Water-Storage FacilitiesAWWA D100 (2005) Welded Steel Tanks for Water StorageAWWA D103 (1997) Factory-Coated Bolted Steel Tanks for Water StorageASME INTERNATIONAL (ASME)ASME B16.3

24、(2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B40.100 (2006) Pressure Gauges and Gauge AttachmentsASTM INTERNATIONAL (ASTM)ASTM A 197/A 197M (2000; R 2006) Standard Specification for Cupola Malleable IronASTM A 48/A 48M (2003) Standard Specification for Gray Iron CastingsASTM A 53

25、/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessSECTION 33 16 15 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTR

26、Y (MSS)MSS SP-80 (2003) Bronze Gate, Globe, Angle and Check ValvesNSF INTERNATIONAL (NSF)NSF 61 (2007a) Drinking Water System Components - Health EffectsTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC PS 4.04 (1982; E 2004) Four-Coat White or Colored Vinyl Painting System (For Fresh Water, Chemical,

27、and Corrosive Atmospheres)SSPC PS Guide 17.00 (1982; E 2004) Guide for Selecting Urethane Painting SystemsSSPC Paint 104 (1982; E 2004) Paint Specification No. 104 White or Tinted Alkyd PaintSSPC Paint 21 (1982; E 2004) Paint Specification No. 21 White or Colored Silicone Alkyd Paint (Type I, High G

28、loss and Type II, Medium Gloss)SSPC Paint 25 (1997; E 2004) Paint Specification No. 25Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel Type I and Type IIU.S. DEPARTMENT OF DEFENSE (DOD)MIL-DTL-24441 (Rev C; Supp 1; INT Am 1) Paint, Epoxy-PolyamideMIL-PRF-23236 (Rev C) Coating Sy

29、stems for Ship StructuresU.S. FEDERAL AVIATION ADMINISTRATION (FAA)FAA AC 150/5345-43 (Rev F) Obstruction Lighting Equipment1.2 SYSTEM DESCRIPTION1.2.1 Design and Construction Standards*NOTE: When required by the corrosive nature of stored water, lack of proper maintenance facilities, or by climatic

30、 conditions, this paragraph will be modified to provide for a corrosion allowance.Determine basic wind speed for use with ANSI procedure from ANSI,UFC 3 310-01 LOAD ASSUMPTIONS FOR BUILDINGS or UFC 3-320-05A STRUCTURAL DESIGN CRITERIA FOR STRUCTURES OTHER THAN BUILDINGS. The choice between the ANSI

31、and AWWA procedures allows SECTION 33 16 15 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the supplier to provide a tank using the AWWA approach up to the point at which the ANSI procedure will provide the greater pressure. (This usually occu

32、rs with a basic wind speed around 145 km per hour (90 miles per hour), depending on the height of the tank.)Use 1200 Pa (25 psf) snow load for most heavy snow climates; delete snow load where maximum snow is insignificant. In some cases, local climate and topography will dictate that a value greater

33、 than 1200 Pa (25 psf) be used for snow loading. This may be determined from UFC 3 310-01.Provide seismic requirements for tank related equipment supports, if a Government designer is the Engineer of Record, and show on the drawings. Delete the inappropriate bracketed phrase. Pertinent portions of U

34、FC 3-310-04 and Sections 13 48 00 and 13 48 00.00 10, properly edited, must be enclosed in the contract documents. NAVFAC P-355, “Seismic Design for Buildings,“ does not allow the use of pedestal type elevated tanks in areas of moderate and high seismic activity, so use only elevated tanks with cros

35、s-braced columns instead. Bolted tanks are available only as standpipes and ground reservoirs.*The design, fabrication, and erection of the elevated tank standpipe reservoir shall be in accordance with the applicable requirements of AWWA D100 or AWWA D103 except as modified herein. Earthquake design

36、 shall be in accordance with UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS and Sections 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT and 13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT as indicated. No additional thickness for corrosion allowance will be required. Design metal temp

37、erature shall be _ degrees C degrees F. The elevated tank shall be designed for a basic wind speed of _ km/hourmph in accordance with ASCE 7 or designed in accordance with AWWA D100 wind load design, whichever provides the greater pressure. The elevated tank shall be designed for a snow load of 1200

38、 Pa 25 psf _. The standpipe reservoir shall be designed for a peak wind speed of _ and snow load of _.1.2.2 WeldingQualification of welding procedures, welders, and welding operators shall be in accordance with Section 8.2 of AWWA D100.1.2.3 Design Requirements*NOTE: The blank spaces will be filled

39、in for capacity and governing elevations; minimum diameters of tank and riser pipe. The following table should be used in selecting minimum requirements:SECTION 33 16 15 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Size of riser(Tank capacit

40、y, Diameter, (warm andkL minimum temperate zones)- - - 380 8.50 m 910 mm570 9.75 m 1220 mm760 10.95 m 1220 mm950 11.6 m 1220 mm1135 12.2 m 1520 mm1515 13.7 m 1520 mm1890 15.25 m 1830 mm(Size of riser(Tank capacity, Diameter, (warm andgallons minimum temperate zones)- - - 100,000 28 ft. 0 in. 3 ft. 0

41、 in.150,000 32 ft. 0 in. 4 ft. 0 in.200,000 36 ft. 0 in. 4 ft. 0 in.250,000 38 ft. 0 in. 4 ft. 0 in.300,000 40 ft. 0 in. 5 ft. 0 in.400,000 45 ft. 0 in. 5 ft. 0 in.500,000 50 ft. 0 in. 6 ft. 0 in.)In cold climates, where the water turnover in the tank is sufficient to make tank heating unnecessary,

42、the following rule will be used to govern the size of the riser, provided the rule would make the riser larger than required by the preceding table for warm and temperate zones. Where the location shows the following temperatures on the isothermal maps contained in NFPA 22, Water Tanks for Private F

43、ire Protection, the riser size indicated will be used.Minus 12.2 degrees to minus 28.9 degrees C. 1220 mm(Plus 10 degrees to minus 20 degrees F. 4 ft. 0 in. riser)Minus 29 degrees to minus 34 degrees C. 1520 mm(Minus 20 degrees to minus 30 degrees F. 5 ft. 0 in. riser)Minus 34.4 degrees C. 1830 mm(M

44、inus 30 degrees F. and below. 6 ft. 0 in. riser)In northern areas, water tanks that serve fire systems primarily and those where the daily consumption is small will be provided with heating facilities in accordance with NFPA 22. The size of the heating system may be reduced by an amount commensurate with the W (Btuh) input from makeup water during periods of minimum consumption; however, the heating facility will be capable of maintaining the coldest water in the tank at a minimum temperatu