ARMY UFGS-34 71 13 19-2008 ACTIVE VEHICLE BARRIERS《有效车辆护栏》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-34 71 13.19 (April 2008)-Preparing Activity: USACE SupersedingUFGS-34 71 13.19 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 34 - TRANSPORTATIONSECTION 34 71 13.19ACTIVE

2、 VEHICLE BARRIERS04/08PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.5 EXTRA MATERIALSPART 2 PRODUCTS2.1 RETRACTABLE BARRIERS2.1.1 Powered Retractable Barrier2.1.1.1 Failure Modes of Operation2.1.1.2 Electric Motors2.1.1.3 System2.1.1.4 Hydraulic

3、 Power Unit2.1.1.5 Hydraulic Power Unit Enclosure2.1.2 Manual Retractable Barriers2.2 NAMEPLATES2.3 RETRACTABLE BOLLARDS2.3.1 Powered Retractable Bollards2.3.1.1 Failure Modes of Operation2.3.1.2 Electric Motors2.3.1.3 System2.3.1.4 Hydraulic Power Unit2.3.1.5 Hydraulic Power Unit Enclosure2.3.2 Man

4、ual Retractable Bollards2.4 CRASH GATE2.4.1 Powered Crash Gate2.4.1.1 Failure Mode of Operation2.4.1.2 Hydraulic Power Unit2.4.1.3 Hydraulic Power Unit Enclosure2.4.2 Manual Crash Gate2.5 CRASH BEAM2.5.1 Powered Crash Beam2.5.1.1 Failure Mode of OperationSECTION 34 71 13.19 Page 1Provided by IHSNot

5、for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.5.1.2 Hydraulic Power Unit2.5.1.3 Hydraulic Power Unit Enclosure2.5.2 Manual Crash Beam2.6 PORTABLE RETRACTABLE BARRIER2.6.1 Powered Portable Retractable Barrier2.6.1.1 Failure Modes of Operation2.6.1.2 Electric Motors2

6、.6.1.3 System2.6.1.4 Hydraulic Power Unit2.6.2 Manual Retractable Portable Barriers2.7 PORTABLE CRASH BEAM2.7.1 Powered Portable Crash Beam2.7.1.1 Failure Mode of Operation2.7.1.2 Hydraulic Power Unit2.7.1.3 Hydraulic Power Unit Enclosure2.7.2 Manual Portable Crash Beam2.8 ELECTRICAL WORK2.9 CONTROL

7、 PANEL2.9.1 Voltage2.9.2 Main Control Panel2.9.3 Remote Control Panel2.10 MISCELLANEOUS EQUIPMENT2.10.1 Safety Equipment2.10.1.1 Barrier Systems Sensors2.10.1.2 Traffic Lights2.10.2 Warning Annunciator2.10.3 Heater2.10.4 Signage2.10.5 Vertical Arm Gates (Traffic Arms)2.10.6 Vehicle Barrier Vertical

8、Arm Gate (Traffic Arm)2.11 FINISH2.12 CONCRETE2.13 WELDING2.14 PAVEMENTPART 3 EXECUTION3.1 INSTALLATION3.2 HYDRAULIC LINES3.3 PIT DRAINAGE3.4 ELECTRICAL3.5 MANUFACTURERS SERVICES3.6 FIELD TRAINING3.7 FIELD TESTING- End of Section Table of Contents -SECTION 34 71 13.19 Page 2Provided by IHSNot for Re

9、saleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-34 71 13.19 (April 2008)-Preparing Activity: USACE SupersedingUFGS-34 71 13.19 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTI

10、ON 34 71 13.19ACTIVE VEHICLE BARRIERS04/08*NOTE: This guide specification covers the requirements for portable, semi-permanent, permanent, power-assisted or manually deployed active vehicle barriers.Edit this guide specification for project specific requirements by adding, deleting, or revising text

11、. 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 welcome and should be directed to the technical pro

12、ponent 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 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list th

13、e 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 feature when you add a RID outside of the Sections

14、Reference Article to automatically place the reference in the Reference Article. Also use the SECTION 34 71 13.19 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Reference Wizards Check Reference feature to update the issue dates.References not

15、 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 referred to within the t

16、ext by the basic designation only.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO HB-17 (2002; Errata 2003; Errata 2005) Standard Specifications for Highway BridgesAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2006; Errata 2006) Structural Welding Code - SteelASTM I

17、NTERNATIONAL (ASTM)ASTM A 106/A 106M (2006a) Standard Specification for Seamless Carbon Steel Pipe for High-Temperature ServiceASTM D 3034 (2006) Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and FittingsASTM F 2656 (2007) Standard Test Method for Vehicle Crash Testing of

18、 Perimeter BarriersNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA 250 (2003) Enclosures for Electrical Equipment (1000 Volts Maximum)SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)SAE J517 (2007) Hydraulic HoseU.S. DEPARTMENT OF STATE (SD)SD-STD-02.01 (2003; Rev A) Specification For Ve

19、hicle Crash Test of Perimeter Barriers and GatesU.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)MUTCD (2000) Manual of Uniform Traffic Control DevicesU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910 Occupational Safety and Health StandardsSECTION 34 71 13.19 Page 4Provided by IHSNot for

20、 ResaleNo reproduction or networking permitted without license from IHS-,-,-UNDERWRITERS LABORATORIES (UL)UL 486A-486B (2003; Rev thru Aug 2006) Standard for Wire Connectors1.2 SYSTEM DESCRIPTION*NOTE: Performance levels are based on the following:1. The Department of State (DoS) publication SD-SDT-

21、02.01 Specification for Vehicle Crash Testing of Perimeter Barriers and Gates (April 1985) in which:Impact Conditions are:Condition Vehicle Impact KineticDesignation Weight Speed EnergyK4 6,800 kg 48 km/h 610 kJ(15,000 lb) (30 mph) (450,000 ft-lb)K8 6,800 kg 65 km/h 1084 kJ(15,000 lb) (40 mph) (800,

22、000 ft-lb)K12 6,800 kg 80 km/h 1695 kJ(15,000 lb) (50 mph) (1,250,000 ft-lb)Performance Levels are:(a) L 3.0 Vehicle and cargo are to be stopped although vehicle partial penetration and/or barrier deflection of up to 1 m (3 feet) permitted.(b) L 2.0 Vehicle and cargo are to be stopped although vehic

23、le partial penetration and/or barrier deflection of up to 6 m (20 feet) is permitted.(c) L 1.0 Vehicle is disabled and does not travel more than 15 m (50 feet) after impact.2. Prior to 2001, the Department of the Navy had its own test standard for Vehicle-Crash-Resistant Barrier Requirements. Since

24、then, the Navy has discontinued referencing its standard and now references the DOS specification for certified vehicle barriers. This guide specification still recognizes barriers originally certified under the Navy standard. These barriers are identified as such in their respective paragraph of PA

25、RT 2 PRODUCTS. The Department of the Navy publication Operational Requirement No. 098-09-88: Operational Requirements for Secure Structures Ashore (Locks and Barriers, 1986) in which:SECTION 34 71 13.19 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from I

26、HS-,-,-Vehicle-Crash-Resistant Barrier Requirements are:Security Vehicle Impact KineticLevel Weight Speed EnergyHIGH 4,535 kg 80 km/h 1133 kJ(10,000 lb) (50 mph) (836,000 ft-lb)LOW 4,535 kg 24 km/h 102 kJ(10,000 lb) (15 mph) (75,000 ft-lb)Performance Levels are:(a) For the high security level, vehic

27、le penetration from 0 to 3 m (0 to 10 feet) is permitted.(b) For the low security level, vehicle penetration from 15 to 30 m (50 to 100 feet) is permitted.3. Because kinetic energy is a function of the square of the velocity, the vehicles speed has more significance than its weight. Therefore, limit

28、ing a vehicles speed reduces the kinetic energy the barrier must resist resulting in a lower barrier cost. Vehicle barrier requirements are within the chart combinations below:VEHICLE BARRIER TESTED COMBINATIONSVEHICLE WEIGHT VEHICLE SPEED VEHICLE PENETRATION(kg) (kph) (m)6,000 48 0.916,000 48 66,00

29、0 48 156,000 65 0.916,000 65 66,000 65 156,000 80 0.916,000 80 66,000 80 154,536 80 0 to 34,536 24 15 to 30VEHICLE BARRIER TESTED COMBINATIONSVEHICLE WEIGHT VEHICLE SPEED VEHICLE PENETRATION(lb.) (mph) (ft.)15,000 30 = 315,000 30 =2015,000 30 =5015,000 40 = 315,000 40 =2015,000 40 =5015,000 50 = 315

30、,000 50 =20SECTION 34 71 13.19 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-VEHICLE BARRIER TESTED COMBINATIONSVEHICLE WEIGHT VEHICLE SPEED VEHICLE PENETRATION(lb.) (mph) (ft.)15,000 50 =5010,000 50 0 to 1010,000 15 50 to 100*Barrier systems

31、 used must be listed in either the Department of State (DoS) certified or Department of Defense (DoD) approved anti-ram vehicle barrier lists. Barrier widths shall be as certified/approved on these lists. Alternatively, if a barrier systems width is between the widths of two listed barrier systems t

32、hat are identical except for their widths, then that barrier system is also acceptable. Exceptions and acceptable widths will only be taken from the DoD anti-ram vehicle barrier list. The design and structural materials of the vehicle barrier furnished shall be the same as those used in the crash te

33、sted barrier. Crash test must have be performed and data compiled by an approved independent testing agency in accordance with either ASTM F 2656 or SD-STD-02.01. Barriers tested and certified on the previous Department of State standard, SD-STD-02.01, April 1985, and listed on the DoD approved anti

34、-ram vehicle barrier list are also acceptable.1.3 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

35、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

36、 “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

37、 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

38、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.SECTION 34 71 13.19 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*Govern

39、ment approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. The f

40、ollowing shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsInstallation; G; G, _Equipment; G; G, _Electrical Work; G; G, _Detail drawings containing complete wiring and schematic diagrams, and any other details required to demonstrate that the system has

41、been coordinated and will properly function as a unit. Show on the Drawings proposed layout and anchorage of equipment and appurtenances, and equipment relationship to other parts of the work including foundation and clearances for maintenance and operation. Include with the Detail drawings a copy o

42、f the Department of State certificate of barrier performance.SD-03 Product DataBarrier SystemsA complete list of equipment, materials, including industrial standards used and how they apply to the applicable component and manufacturers descriptive data and technical literature, catalog cuts, and ins

43、tallation instructions. Information necessary to document a minimum 1-year successful field operation performance history for each type of vehicle barrier installed.Spare PartsSpare parts data for each different item of material and equipment used, after approval of the detail drawings. Include in t

44、he data a complete list of parts and supplies, with current unit prices and source of supply.SD-06 Test ReportsField TestingTest reports in booklet form showing all field tests, including component adjustments and demonstration of compliance with the specified performance criteria, upon completion and testing of the installed system. Indicate eith each test report the final position of controls.SD-10 Operatio