ARMY UFGS-23 33 56-2009 SELF-ACTING BLAST VALVES《自动风阀》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-23 33 56 (February 2009)-Preparing Activity: USACE SupersedingUFGS-23 33 56 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2009*SECTION TABLE OF CONTENTSDIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONI

2、NGSECTION 23 33 56SELF-ACTING BLAST VALVES02/09PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Contractor Design of Structural Supports1.2.2 Sustained Blast Overpressures1.2.3 Blast Overpressure Waveforms1.2.4 Performance Requirements1.2.4.1 Field Removable Valve Units1.2.4.2 Penetrations1.3

3、 SUBMITTALS1.4 QUALITY ASSURANCE1.5 DELIVERY, STORAGE, AND HANDLING1.6 WARRANTYPART 2 PRODUCTS2.1 MATERIALS2.1.1 Iron Castings2.1.2 Steel Castings2.1.3 Corrosion Resistant Alloy Steel Castings2.1.4 Structural Steel2.1.5 Stainless Steel2.1.5.1 Plate, Sheet, and Strip2.1.5.2 Bars and Shapes2.1.5.3 Spr

4、ing Wire2.1.6 Aluminum2.1.6.1 Castings2.1.6.2 Sheet and Plate2.1.6.3 Bars and Rods2.1.7 Anchors2.1.8 Primer2.2 COMPONENTS2.2.1 Blast Operation of Valves Mounted in Casing Supports2.2.2 Blast Operation of Valves Mounted in Piping or Ducts2.2.3 Pass Through ImpulseSECTION 23 33 56 Page 1Provided by IH

5、SNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.4 Minimum Operating Overpressure2.2.5 Operating Temperatures2.2.6 Air Flow Capacity2.3 ACCESSORIES2.4 FABRICATION2.4.1 Valve Units2.4.2 Casing Supports2.4.3 Pipe Mountings2.4.4 Surface Preparations, Coatings, and

6、 Finishes2.4.4.1 Valve Unit Finishes2.4.4.2 Casing Support Finishes2.5 TESTS, INSPECTIONS, AND VALIDATIONS2.5.1 Blast Tests on Prototype Valve Units2.5.2 Factory Air Flow Tests2.5.3 Verification Inspection of WeldsPART 3 EXECUTION3.1 INSTALLATION3.1.1 Valve Units3.1.2 Casing Supports3.2 TESTS3.3 MAN

7、UFACTURERS FIELD SERVICE- End of Section Table of Contents -SECTION 23 33 56 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-23 33 56 (February 2009)-Preparing Activity: USACE SupersedingUFGS-23 33 56 (April

8、 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2009*SECTION 23 33 56SELF-ACTING BLAST VALVES02/09*NOTE: This guide specification covers the requirements for self-acting blast valves used for blast protection of supply and exhaust air systems.Edit thi

9、s 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 present.Comments and su

10、ggestions 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 submitted as a Criter

11、ia Change Request (CCR).*PART 1 GENERAL*NOTE: This guide specification covers self-acting blast valves for facilities subjected to blast overpressures from accidental explosions, conventional weapons, explosion devices used by terrorists, and nuclear weapons.This guide specification is intended for

12、procurement of standard products that are readily available and have the required performance characteristics. This guide specification is not intended for procurement of blast valves having special performance characteristics such as actuation by delay paths and sensor actuation since they are not

13、readily available as standard products and may require long SECTION 23 33 56 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-lead times for development.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of t

14、he 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 Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically pl

15、ace 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 deleted from this section of the project specification when you choose to reconcile references in the publish print proce

16、ss.*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.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)AISC 303 (2005) Code of Standard Practice for Steel Buildings and BridgesAISC 32

17、5 (2005) Manual of Steel ConstructionAISC 360 (2005) Specification for Structural Steel Buildings, with CommentaryAMERICAN WELDING SOCIETY (AWS)AWS A2.4 (2007) Standard Symbols for Welding, Brazing and Nondestructive ExaminationAWS A5.4/A5.4M (2006) Stainless Steel Electrodes for Shielded Metal Arc

18、WeldingAWS B2.1 (2005; Errata 2006; Errata 2006) Welding Procedure and Performance QualificationAWS D1.1/D1.1M (2008) Structural Welding Code - SteelASTM INTERNATIONAL (ASTM)ASTM A 108 (2007) Standard Specification for Steel Bar, Carbon and Alloy, Cold-FinishedASTM A 123/A 123M (2008) Standard Speci

19、fication for Zinc SECTION 23 33 56 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-(Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 148/A 148M (2008) Standard Specification for Steel Castings, High Strength, for Structural Purpose

20、sASTM A 153/A 153M (2005) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 159 (1983; R 2006) Standard Specification for Automotive Gray Iron CastingsASTM A 167 (1999; R 2004) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet

21、, and StripASTM A 176 (1999; R 2004) Standard Specification for Stainless and Heat-Resisting Chromium Steel Plate, Sheet, and StripASTM A 220/A 220M (1999; R 2004) Standard Specification for Pearlitic Malleable IronASTM A 27/A 27M (2008) Standard Specification for Steel Castings, Carbon, for General

22、 ApplicationASTM A 276 (2008a) Standard Specification for Stainless Steel Bars and ShapesASTM A 278/A 278M (2001; R 2006) Standard Specification for Gray Iron Castings for Pressure-Containing Parts for Temperatures Up to 650 degrees F (350 degrees C)ASTM A 297/A 297M (2008a) Standard Specification f

23、or Steel Castings, Iron-Chromium and Iron-Chromium-Nickel, Heat Resistant, for General ApplicationASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 313/A 313M (2008) Standard Specification for Stainless Steel Spring WireASTM A 351/A 351M (2

24、006) Standard Specification for Castings, Austenitic, Austenitic-Ferritic (Duplex), for Pressure-Containing PartsASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 439 (1983; R 2004) Standard Specification for Austenitic Ductile Iron CastingsSECTION 23 33 56 Page 5Provid

25、ed by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A 447/A 447M (1993; R 2007) Standard Specification for Steel Castings, Chromium-Nickel-Iron Alloy (25-12 Class), for High-Temperature ServiceASTM A 47/A 47M (1999; R 2004) Standard Specification for Stee

26、l Sheet, Aluminum-Coated, by the Hot-Dip ProcessASTM A 48/A 48M (2003; R 2008) Standard Specification for Gray Iron CastingsASTM A 536 (1984e1; R 2004) Standard Specification for Ductile Iron CastingsASTM A 560/A 560M (2005) Standard Specification for Castings, Chromium-Nickel AlloyASTM A 564/A 564M

27、 (2004) Standard Specification for Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and ShapesASTM A 666 (2003) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat BarASTM B 108/B 108M (2008) Standard Specification for Aluminum-Al

28、loy Permanent Mold CastingsASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B 211 (2003) Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and

29、WireASTM B 211M (2003) Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire (Metric)ASTM B 221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B 221M (2007) Standard Specification for Aluminum and Aluminum-Alloy Ex

30、truded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM B 85/B 85M (2008) Standard Specification for Aluminum-Alloy Die CastingsTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC Paint 25 (1997; E 2004) Paint Specification No. 25Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel Typ

31、e I and Type IISECTION 23 33 56 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.2 SYSTEM DESCRIPTIONThis section specifies self-acting blast valve systems consisting of blast valve units and mountings. All valve units and valve mountings shal

32、l be provided by one manufacturer.1.2.1 Contractor Design of Structural Supports*NOTE: Delete reference to structural steel when valve casings are cast directly into concrete.*In lieu of the concrete openings and supports indicated, the Contractor may design openings and supports to accommodate the

33、proposed valve system. Design openings and framing using loads computed from the blast overpressures specified or indicated. Determine structural steel mechanical properties, such as minimum yield stress, tensile strength and member section properties, based on the proposed framing system. Dynamic i

34、ncrease factors shall be based on applicable strain rates and the concrete unconfined compressive strength, concrete reinforcement yield stress, and structural steel yield stress. Perform flexural analyses using equivalent single degree of freedom or other approved dynamic analysis methods. Deformat

35、ion limits shall be selected by the Contractor so that ultimate deflections do not inhibit proper valve unit operation.1.2.2 Sustained Blast Overpressures*NOTE: Delete this paragraph when only triangular overpressure waveforms are specified.Blast overpressure waveforms may be specified or indicated

36、as sustained (infinite duration) overpressures, triangular waveforms with peak overpressures and finite durations, or other pressure versus time histories. When the blast overpressures are low, a sustained overpressure can be specified or indicated conveniently without loss of economy. When the blas

37、t overpressures are high, specifying or indicating triangular waveforms will enhance economy and availability. The sustained overpressures shown in the text cover tested commercial products that are readily available. Some triangular waveform peak overpressures and durations for tested commercial pr

38、oducts are shown below.Peak Overpressure MPa (psi) Duration (milliseconds)12.41 (1800) 0.643.31 (480) 32.59 (375) 52.41 (350) 15Sustained or triangular blast overpressure waveforms may be either specified or indicated on blast valve schedules shown on the drawings. Other waveforms should be shown on

39、 the drawings using waveform SECTION 23 33 56 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-diagrams.*Casing mounted supply valve exhaust valve valve units shall operate under a zero rise time, sustained (infinite duration) blast overpressure

40、 of 1.793 1.103 0.276 _ MPa 260 160 40 _ psi , and casing mounted exhaust valve units shall operate under a zero rise time, sustained (infinite duration) blast overpressure of 1.793 1.103 0.276 _ MPa 260 160 40 _ psi. Valve units mounted in supply exhaust diesel engine exhaust piping or ducts shall

41、operate under a zero rise time, sustained (infinite duration) blast overpressure of 1.793 1.103 0.276 kPa _ MPa 260 160 40 _ psi.1.2.3 Blast Overpressure Waveforms*NOTE: Delete this paragraph when only sustained overpressures are specified. Coordinate with paragraph SUSTAINED BLAST OVERPRESSURES.*Ca

42、sing mounted supply valve exhaust valve valve units shall operate under a triangular blast overpressure waveform having a zero rise time and a peak overpressure and duration of _ kPa psi and _ milliseconds , and casing mounted exhaust valve units shall operate under a triangular blast overpressure w

43、aveform having a zero rise time and a peak overpressure and duration of _ kPa psi and _ milliseconds. Valve units mounted in supply exhaust diesel engine exhaust piping or ducts shall operate under a triangular blast overpressure waveform having a zero rise time and a peak overpressure and duration

44、of _ kPa psi and _ milliseconds. Valve units shall operate under triangular blast overpressure waveforms having a zero rise time and the peak overpressures and durations indicated. Valve units shall operate under the blast waveforms indicated.1.2.4 Performance Requirements1.2.4.1 Field Removable Valve UnitsBlast valve units shall be completely removable from casings or othe