1、USACE / NAVFAC / AFCESA / NASA UFGS-08 39 54 (August 2009)-Preparing Activity: USACE SupersedingUFGS-08 39 54 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2009*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08 39 54BLAST RESISTANT DOORS
2、08/09PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Design Requirements1.2.1.1 Static Material Strength1.2.1.2 Dynamic Material Strength1.2.1.3 Structural Member Design1.2.1.4 Dynamic Analysis and Deformation1.2.1.5 Rebound Resistance1.2.2 Blast Effects1.2.2.1 Overpressure1.2.2.2 Overpressu
3、re Direction1.2.2.3 Fragment Resistance1.2.3 Blast Door Operation1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.5 DELIVERY, STORAGE,AND HANDLING1.6 WARRANTYPART 2 PRODUCTS2.1 MATERIALS2.1.1 Concrete and Concrete Reinforcement2.1.2 Structural Tubing2.1.3 Structural Steel2.1.4 Steel Sheet and Strip2.1.5 Fastene
4、rs2.2 HARDWARE2.2.1 Hinges2.2.1.1 General Requirements2.2.1.1 Hinge Description2.2.2 Latching System2.2.2.1 Latching Points2.2.2.2 Latching System Operation2.2.2.3 Latching MechanismSECTION 08 39 54 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,
5、2.2.2.4 Safety Cover2.2.2.5 Cover Plate2.2.2.6 Latches2.2.2.7 Handle2.2.3 Mortise Lock and Latch Set2.2.4 Keying2.2.5 Exit Device2.2.6 Straight Steel Bar Door Pull2.2.7 Padlock2.2.8 Shrouded Padlock2.2.9 Hasp2.2.10 High Security Hasp2.2.11 Shrouded Hasp2.2.12 Door Stop2.2.13 Surface Door Closer2.
6、2.14 Overhead Door Holder2.2.15 Gasket Seal2.2.16 Door Silencer2.2.17 Optical Device2.3 ACCESSORIES2.3.1 Subframe2.3.2 Nameplate2.3.3 Removable Threshold2.3.4 Ramp2.3.5 Self-Rescue Kit2.4 FABRICATION2.4.1 Shop Assembly2.4.2 Mullion2.4.3 Thermal Insulation2.4.4 Shop Finishing2.4.5 Clearance2.5 BLAST
7、DOOR ASSEMBLIES2.5.1 Door _; Steel2.5.1.1 Type2.5.1.2 Overpressure2.5.1.3 Fragment2.5.1.4 Rebound2.5.1.5 Deformation Limits2.5.1.6 Hardware2.5.1.7 Operating Forces2.5.1.8 Accessories2.5.2 Door _; Concrete2.5.2.1 Type2.5.2.2 Overpressure2.5.2.3 Fragment2.5.2.4 Rebound2.5.2.5 Deformation Limits2.5.2.6
8、 Hardware2.5.2.7 Operating Forces2.5.2.8 Accessories2.5.3 Door _; Metal2.5.3.1 Type2.5.3.2 Overpressure2.5.3.3 Rebound2.5.3.4 Hardware2.5.3.5 Operating Forces2.5.3.6 Accessories2.6 TESTS, INSPECTIONS, AND VERIFICATIONS2.6.1 Prototype Static TestSECTION 08 39 54 Page 2Provided by IHSNot for ResaleNo
9、reproduction or networking permitted without license from IHS-,-,-2.6.2 Prototype Blast Test2.6.3 Shop Operating Test2.6.4 Air Leakage Test2.6.5 Sound Rating Test2.6.6 Fire Rating Test and InspectionPART 3 EXECUTION3.1 INSTALLATION3.2 TESTS3.3 MANUFACTURERS FIELD SERVICE- End of Section Table of Con
10、tents -SECTION 08 39 54 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 39 54 (August 2009)-Preparing Activity: USACE SupersedingUFGS-08 39 54 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences
11、 are in agreement with UMRL dated July 2009*SECTION 08 39 54BLAST RESISTANT DOORS08/09*NOTE: This guide specification covers the requirements for manually operated swinging structural steel, reinforced concrete, and hollow metal blast resistant doors.Edit this guide specification for project specifi
12、c 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
13、 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 (CCR).*PART 1 GENERAL1.
14、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 Reference Wizards Check Reference
15、 feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the SECTION 08 39 54 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Reference Wizards Check Reference
16、 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 extent referenc
17、ed. The publications are referred to within the text by the basic designation only.ACI INTERNATIONAL (ACI)ACI 318 (2008; Errata 2008) Building Code Requirements for Structural Concrete and CommentaryACI 318M (2008; Errata 2008) Metric Building Code Requirements for Structural Concrete and Commentary
18、AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)ABMA 11 (1990; R 1999) Load Ratings and Fatigue Life for Roller BearingsABMA 9 (1990; R 2000) Load Ratings and Fatigue Life for Ball BearingsAMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)AISC 325 (2005) Manual of Steel ConstructionAISC 360 (2005) Spe
19、cification for Structural Steel Buildings, with CommentaryAMERICAN IRON AND STEEL INSTITUTE (AISI)AISI SG-971-Spec (1996; Supp 2001) Specification and Commentary for the Design of Cold-Formed Steel Structural Members and Commentary; includes SG-2000-1 Supp 1 to 1996 Spec, dated 2000AMERICAN WELDING
20、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 WeldingAWS D1.1/D1.1M (2008; Errata 2009) Structural Welding Code - SteelAWS D1.3/D1.3M (2008; Errata 2008) Structural Welding Code
21、 - Sheet SteelSECTION 08 39 54 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AWS D1.4/D1.4M (2005; Errata 2005) Structural Welding Code - Reinforcing SteelASTM INTERNATIONAL (ASTM)ASTM A 123/A 123M (2009) Standard Specification for Zinc (Hot-
22、Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 153/A 153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel HardwareASTM A 242/A 242M (2004; R 2009) Standard Specification for High-Strength Low-Alloy Structural SteelASTM A 307 (2007b) Standard Specification for Ca
23、rbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 325 (2009) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A 325M (2009) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 Mpa Minimum Tensile Strength (Metric
24、)ASTM A 354 (2007a) Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded FastenersASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 449 (2007b) Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 1
25、20/105/90 ksi Minimum Tensile Strength, General UseASTM A 490 (2008b) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile StrengthASTM A 490M (2009) Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints
26、Metric)ASTM A 500/A 500M (2007) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and ShapesASTM A 501 (2007) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural TubingSECTION 08 39 54 Page 6Provided by IHSNot for Resal
27、eNo reproduction or networking permitted without license from IHS-,-,-ASTM A 514/A 514M (2005) Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for WeldingASTM A 529/A 529M (2005) Standard Specification for High-Strength Carbon-Manganese Steel of Stru
28、ctural QualityASTM A 534 (2004) Standard Specification for Carburizing Steels for Anti-Friction BearingsASTM A 563 (2007a) Standard Specification for Carbon and Alloy Steel NutsASTM A 563M (2007) Standard Specification for Carbon and Alloy Steel Nuts (Metric)ASTM A 572/A 572M (2007) Standard Specifi
29、cation for High-Strength Low-Alloy Columbium-Vanadium Structural SteelASTM A 574 (2008) Standard Specification for Alloy Steel Socket-Head Cap ScrewsASTM A 574M (2008) Standard Specification for Alloy Steel Socket-Head Cap Screws (Metric)ASTM A 588/A 588M (2005) Standard Specification for High-Stren
30、gth Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point, with Atmospheric Corrosion ResistanceASTM A 606/A 606M (2009) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion ResistanceASTM A 615/A 6
31、15M (2009) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementASTM A 618/A 618M (2004) Standard Specification for Hot-Formed Welded and Seamless High-Strength Low-Alloy Structural TubingASTM A 653/A 653M (2009) Standard Specification for Steel Sheet, Zinc-Coate
32、d (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM A 706/A 706M (2009) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementASTM A 780/A 780M (2001; R 2006) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip G
33、alvanized CoatingsSECTION 08 39 54 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A 792/A 792M (2009) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip ProcessASTM E 283 (2004) Determining the Rate of A
34、ir Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the SpecimenASTM E 90 (2004) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and ElementsASTM F 2155 (2001) Standard Specification for
35、Performance of Hasps and Other Attachment Devices for Padlocks of SealsASTM F 436 (2009) Hardened Steel WashersASTM F 436M (2009) Hardened Steel Washers (Metric)ASTM F 568M (2007) Standard Specification for Carbon and Alloy Steel Externally Threaded Metric FastenersASTM F 835 (2004e1) Alloy Steel So
36、cket Button and Flat Countersunk Head Cap ScrewsASTM F 835M (2004) Alloy Steel Socket Button and Flat Countersunk Head Cap Screws (Metric)ASTM F 883 (2004) PadlocksBUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)BHMA A156.13 (2005) Mortise Locks Amendment 2009) Life Safety CodeNFPA 252 (2007) Stan
37、dard Methods of Fire Tests of Door AssembliesNFPA 80 (2006; Errata 2008; Errata 2008) Standard for Fire Doors and Other Opening ProtectivesNFPA 80A (2007) Recommended Practice for Protection SECTION 08 39 54 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license f
38、rom IHS-,-,-of Buildings from Exterior Fire ExposuresU.S. DEPARTMENT OF DEFENSE (DOD)MIL-DTL-43607 (Rev J) Padlock, Key Operated, High Security, Shrouded Shackle1.2 SYSTEM DESCRIPTION*NOTE: Unlike most other doors, a blast door is provided by one manufacturer as a complete assembly including the doo
39、r, frame, hardware, and accessories. This must be done because items such as the door, frame, latches, and hinges are of special manufacture and are interdependent parts of blast resistance. To facilitate the specification of individual door assemblies, the door type, blast effects, rebound, deforma
40、tion limits, operating forces, hardware, and accessories for each door are brought together under a blast door assembly specification in Part 2 where assembly specification paragraphs for the various door types are provided.The designer will become familiar with these assembly paragraphs prior to sp
41、ecification editing. Coordinate with paragraph BLAST DOOR ASSEMBLIES.*Provide a blast resistant door which fits a Door Description as follows: Structural steel doors shall be flush mounted in frames or surface mounted as indicated. Reinforced concrete doors shall be surface mounted. Hollow metal doo
42、rs shall be flush mounted in frames. Doors shall be the manually operated, side hinged, swinging type. Each door assembly shall include the door, frame, anchors, hardware, and accessories and shall be provided by a single manufacturer. Frames and anchors shall be capable of transferring blast and re
43、bound reactions to the adjacent supporting structure. Resistance to blast shall be demonstrated either by design calculations or tests on prototype door assemblies.1.2.1 Design Requirements1.2.1.1 Static Material StrengthObtain the static values for minimum yield strength (or yield point) and (ultim
44、ate) tensile strength for steel from the applicable material specification. For tensile strength specified in terms of a tensile strength range, the lowest tensile strength specified shall be selected for design. Structural steel having a minimum static yield strength (or yield point) less than 345
45、MPa 50 ksi and Grade 60 reinforcing bars shall be designed using an average yield strength computed as 1.1 times the minimum static yield strength or yield point. If the minimum static yield for structural steel exceeds 345 MPa 50 ksi, the expected yield strength used for design shall be equal to th
46、e minimum specified static yield strength or yield point without increase. The in-place compressive strength of concrete used for design shall be computed by multiplying the specified compressive strength by 1.1 to reach the expected compressed strength and then multiplying by not more than 1.15 to acc
