UFC 4-212-01N CHANGE 4-2008 NAVY ENGINE TEST CELLS《海军发动机测试单元》.pdf
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1、UFC 4-212-01N July 27, 2006 Including Ch 4, September 2008 UNIFIED FACILITIES CRITERIA (UFC) NAVY ENGINE TEST CELLS APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-212-01N July 27, 2006 Includ
2、ing Ch 4, September 2008 UNIFIED FACILITIES CRITERIA (UFC) NAVY ENGINE TEST CELLS Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS NAVAL
3、FACILITIES ENGINEERING COMMAND (Preparing Activity) AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by 1 . /1/) Change No. Date Location 1 January 2007 Table 5-1; Paragraph 5-5.2.1.4 and 6-5.7. 2 April 2007 Figure 6-2; Paragraph 6-5.5 and 6-5.7.2. 3 November 2007Adde
4、d paragraph 1-6. 4 September 2008Paragraph 1-6; Table 5-1; Table 6-1; Paragraph 6-4.2; 6-4.3; 6-5; 6-5.7.2; Appendix B.FOREWORD Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-212-01N July 27, 2006 Including Ch 4, September 2008 The Unified Fac
5、ilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT however, the inspection
6、s and proof tests are the only primary means to ensure the integrity of the foundation concrete and associated embedment hardware. 4 The following three NAVFAC systems are critical from a safety and asset risk perspective: (Refer to NAVFAC BMS B 10 15.2.1 on the NAVFAC portal.) Fire suppression syst
7、em; The T-10 sprinkler protection to consist of overhead deluge system having a density Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-212-01N July 27, 2006 Including Ch 4, September 2008 3of .35 gpm/ft2 and a water spray system for the engine
8、 and the floor area underneath the trailer having a density of .50 gpm/ft2. NOTE: The T-10 fire suppression discharge density shall be verified every 3 years with actual flow tests timed and measured in coordination with the base fire department. /4/ Engine air start compressor; and Engine tie down
9、restraints (inspection and testing certification procedure, contained herein /3/ Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-212-01N July 27, 2006 Including Ch 4, September 2008 CHAPTER 2 T-10 STANDARD JET ENGINE TEST CELL 2-1 GENERAL. When
10、 siting the T-10, emphasize operation, function, noise abatement and safety. Other factors to consider include topography, vegetative cover, existing construction, weather elements, wind direction, soil conditions, flood hazards, natural and man-made obstructions, adjacent land use, availability of
11、usable airspace, accessibility of utilities and future expansion capability. Give careful consideration to vehicular parking, pedestrian access and traffic flow. 2-2 ANTI-TERRORISM/FORCE PROTECTION. Use standoff criteria in UFC 4-010-01, Design: DOD Minimum Antiterrorism Standards for Buildings. 2-3
12、 T-10 SAFETY CLEARANCE. Orient the T-10 such that it is compliant with all runway safety zone and imaginary surface criteria of NAVFAC P-80.3, Facility Planning Factor Criteria for Navy/Marine Corps Shore Installations Safety Clearance and UFC 3-260-01, Airfield and Heliport Planning and Design. 2-4
13、 LIST OF NAVFAC STANDARD DRAWINGS. NAVFAC DWG. NO. DISCIPLINE DWG. NO. TITLE COVER 1405131 T-1 INDEX DRAWING 1405132 A-1 GENERAL NOTES, LEGEND however, does not offer the same margin of safety that the type XIII fitting, and, thus, the original test frequency of an annual poof test is still valid. 5
14、-3 DISCUSSION. The Navys current shore facilities maintenance program encourages prudent expenditure of facility maintenance dollars. The NAVFAC aviation facilities engineering program is dedicated to providing criteria that reflect user functional requirements as well as optimizing return on invest
15、ment. Safety is always the highest priority. 5-4 CRITERIA. Use the following guidance for inspection and testing to determine that all component parts of a land-based aircraft and engine restraint system are in a safe and properly maintained operating condition. Naval Air Station activities regularl
16、y engaged in aircraft engine overhaul shall inspect and proof test their aircraft engine restraints to the frequency shown in Table 5-1 and 6-1. 17Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 4-212-01N July 27, 2006 Including Ch 4, September 2
17、008 Table 5-1 Inspection and Test Frequency Note: The system consists of a restraint fitting (Type XIII, XI-A, etc.) fastened to a steel embedment anchored in the concrete foundation. Load test the system at the following intervals: Requirement Type XIII Type XI-A Initial Installation Load test new
18、installations prior to operational use Load test new installations prior to operational use Certification renewal Inspect and load test every 5 years Inspect and load test 1 every three (3) years. /1/ After repair and/or replacement of any of the components (i.e., restraint fittings, bolts, etc.) Lo
19、ad test repaired assembly prior to operational use Load test repaired assembly prior to operational use Visual Signs of deterioration Prior to each operational use Prior to each operational use NOTE: Due to ongoing problems with alkali-silica deterioration, the recommended minimum test frequency for
20、 engine restraints is three years at the following airfields: NAS Point Mugu, CA; NAS Fallon, NV; NOLF San Nicolas Island, CA; MCAS Iwakuni, Japan; MCAS Cherry Point, NC; NAS Whidbey Island, WA; and MCAF Quantico, VA. The frequency can be reset to the standard frequency once inspection determines th
21、ere is no alkali-silica reaction present at the test cells. NOTE: In lieu of the three-year load test for airfields with a history of poor quality concrete, concrete cores can be taken to ensure that alkali-silica is not present. Core tests will extend the frequency of testing for type XIII to once
22、every five years. 5-5 DESCRIPTION OF SYSTEM. The proof load system (encl (1) generally consists of a hydraulic system for applying the load, which includes a hand pump and a single acting pull cylinder; special structural fixtures which interface with the proof load test fitting; and a chain assembl
23、y, turnbuckle and hardware to interface with the restraint fitting to be tested. 5-5.1 Special Safety Precautions for Outdoor Unabated Check Pad Proof Test. (Unless the chain fall and the dynamometer in Figure A-5 are used to feather in the applied load) 5-5.1.1 Barricade or rope off the area around
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