ARMY MIL-S-44195 A-1991 SHELTER TACTICAL EXPANDABLE TWO-SIDE《双面可扩展战术掩蔽部》.pdf

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1、r - MIL-S-44195A 54 9997906 0488049 - 9 q -zI MIL-S-44195A 30 July 1991 SUPERSEDING MIL-S-44195 30 September 1985 MILITARY SPJEIFICATIN SHELTER, TACIICAL, EXPANDULE, “D-SIDE This specification is approved for use by all Departments and Agencies of the Department of Defense. “ii -1 4.r“ 1. CCOPE 1.1

2、Scow, This doc=ument covers a rigid wall, two-side expandable shelter constructed of aluminum faced, mmtallic honeycanb sandwich panels, and meting the International organization for Standarcil zation (IS) Cargo Container specification in the transport mode. closed (container imde) are: feet. Approx

3、iniate dimensions, when expmded (shelter mode) are: height 8 feet, width 22 feet and length 20 feet. Nominal dimencions when height 8 feet, width 8 feet and length 20 2. APPLICABLE- 2.1 Government documents. 2.1.1 sec! ifications, standards, and handbooks. The following specifica- unless otherwise s

4、pecified, the issues of these do-105 - Sampling procedures and Tables for Inspection MIL-SID-810 - Enviromntal Test Methods and Engineering MIL-SID-907 - Engineering and Design Criteria for Shelters, MIL-SlD-1595 - Qualification of Aircraft, Missile and Aerospace MIL-STD-2219 - Fusion Welding for Ae

5、rospace Applications by Attributes Guidelines a Expandable and Non-Expandable * Fusion Welders (unless othsrwise indicated, copies of federal and military specifications, standards, and handbooks are available fmm the Standardi zation Dccurnents rder Desk, wiilding 4D, 700 Robbins Avenue, Philadelph

6、ia, PA 19111-5094.) 2.1.2 other Government documents. drawinus. and publications. The following other Government documents, drawings, and publications form a part of this document to the extent specified herein. the issues are those cited in the solicitation. Unless otherwise specified, DRAWINGS US

7、ARMY NATICK RESl?ARCH AND DEVELIIPMENT lA3RAmRIES 5-4-3118 - Shelter Assembly, Itio Side Ekpndable - 60 amp 5-4-3201 - Shelter Assembly, Side Expndable - 100 amp (Copies of drawings required by contractors are available fran the U.S. Army Natick Research, Developnt, and Engineering Center, ATI“: Nat

8、ick, MA 01760-5017.) this docment to the extent specified herein. the issues of the d0c;Uments which are KID adopted are those listed in the issue of the KIDISS cited in the solicitation. the issues of the doIruments not listed in the DODISS are the issues of the documents cited in the solicitation

9、(see 6.2). sI“C-UX, 2.2 Non-Goverriment publications. The following documents form a part of Unless othemise specified, Unless otherwise specified, 2 Licensed by Information Handling ServicesMIL-S-44195A International (IS) Freight Container, mification for IS 1161 Series 1 - Freight Containers-Corne

10、r Fittings, Specification 1496/1 Series 1 - Freight Containers Specification Testing, Part I, General Cargo Containers (Application for copies should be addressed to the American National Standards Institute, Inc., 1430 Broadway, New York, NY 10018.) AMENCAN s0CIE;Ty FOR TESTING AND MATERIALE (ASM)

11、E 864 - Surface Preparation of Aluminum Allays to be Adhesively Bonded in Honeycomb Shelter Panels E 865 - Standard Specification for Structural Film Adhesives for Honeycomb Sandwich Panels E 866 - Standard Specification for Corrosion-Inhibiting PrW for Aluminum Allays to be Adhesively Bonded in Hon

12、eycomb Shelter Panels E 874 - standard Practice for Adhesive Bonding of Aluminum Facings to Nomtallic Honeyconb Core for Shelter Panels E 990 - Core-Splice Adhesive Film for Honeycanb Sandwich Shelter Panels E 1091 - Non-Metallic Hmeycomb Core for Use in Shelter Panels (Application for copies should

13、 be addressed to the American Society for (Non-Government standards and other publications are normally available the conductor having a current carrying capacity of at least 100 amps at 125% imibient taprature. mounted on the exterior of the shelter. Conductors running fran panel board circuits to

14、fixtures or receptacles shall be inclosed in rigid conduit or shall be specified flexible cable for the eqamiable portion of the shelter. The current carrying capcity of the conductors shall be 20 anp minimum, based upon an ambient temperature of 125% and NM: rating procedures. All circuit breakers

15、used in the system shall be bolt-on type and have a minirmmi interrupting capacity of lO,OOO amps RMS syrmietrical. The ais feed cables will terminate in a connector 3.5.8.6 Cablinq. Flexible cables shall be used to feed all relocatable These cables shall be as indicated on the lighting fixtures and

16、 receptacles. drawings. 3.5.8.7 Switches. 3.5.8.8 Groundi nq. All noncurrent carrying metal cmponents shall be solidly gmunded using the green grouiid wire within the wiring system as indicated on the drawings. Switches used shall be as indicated on the drawings. 3.5.8.9 Fbceptacles. a. Electrical m

17、wer service entrance. The electrical pcnierservice entrame shall be as shown on the drawings. 7 Licensed by Information Handling ServicesMIL-S-44195A b. Convenience outlets. The shelter shall contain duplex convenience outlets as indicated on the drawings. All outlets shall be electrically grounded.

18、 c. Air conditioning. Power for heating and cooling equipumt shall be provided fran the distrikation panel in the shelter to an elecrtrical connector mounted in the service entrance recessed pan on the outside of the shelter, as indicated on the drawings. d. Ekkemal outlets. Paver distribution shall

19、 be provided fmn the distribution panel box in the shelter to outlets muntd in the service entrance messed pan on the outside of the shelter as indicated on the drawings. 3.5.8.10 Camninications. The shelter shall have four (2 pairs) circuits through the wall telephone and intercan utility connectio

20、n3 terminating in four protected terminals inside and outside the shelter, as indicated on the drawings. 3.5.8.11 -1s. Wls provided with the shelter shall be readily accessible to personnel when the shelter is in both the container and shelter configuration. 3.6 Performance characteristics. 3.6.1 Fl

21、oor loads. The shelter floor shall be capable of supporting a uniform load of 65 pounds per sguare foot. The shelter floor shall be capable of supporting a concentrated load of 2,000 pounds over a 4 square foot area at the center of the floor. The floor shall also be capable of supporthg a point loa

22、d of 125 pounds per square inch. any permanent deformation of the floors or cause any deflection that interfenxi with proper shelter operation, when tested asspecified in 4.6.5. load of 40 pounds per square foot anci a personnel load of 660 pounds static over 2 quam feet when tested as specified in

23、4.6.6. Wds shall not cause 3.6.2 Roof loads. The roof assembly of the shelter shall withstand a sncm 3.6.3 bor lads. Container doors shall be tested to withstand the following loads without deformation of impairment of function: capable of supnorting 200 pounds applied to the door at the edge opposi

24、te the hinge pivot line with the door open to approximately 90 degrees when tested as specified in 4.6.7. a. Static duor (hinge) load: The doors, frames and hardware shall be b. Wind gust door (stop) load: The doors, frames and hardware shall withstand a wind gust of 60 mh in any direction when the

25、door is secured in its open position by its door stop device when tested as specified in 4.6,7. 8 Licensed by Information Handling ServicesMIL-S-44195A 3.6.4 Step assembly. The carcpletely mted step assembly shall withstand 0 a vertical load of 500 pounds applied to the outer section without deform-

26、 tion of the assembly or supporting structure when tested as specified in 4.6.8. 3.6.5 Airtiuhtness. The shelter shall not t air leakage beyond specified limits in either container or shelter configuration when tested as specified in 4-6.9. 3.6.6 u ature ranqe. a. Nonmatina tanmrature. The container

27、 mode configuration shall b. withstand exposure to a temprature range of -60% to 160%. The shelter shall be dependable and operable in an ambient tenperature range of -60% (except electrical (see 3.5.8.2) to 125% plus a solar load such that the outer skin reaches a temperature of 200%, when tested a

28、s specified in 4.6.10, 4.6.11 and 4.6.22. 2 orier ational temer ature. I 3.6.7 Humidity and temmr ature aqim tcamonents). The shelter canpnents shall be capable of withstanding the conditions of a minimum 95 percent relative humidity at 200%. Them shall be no evidence of delamination, cracking, corn

29、ion or deterioration when tested as specified in 4.6.12. 3.6.8 Blackout. There shall be no internal light visible from outside of the unit in the shelter mode when tested as specified in 4.6.13. indicated in table I shall withstand loads equal to 80 percent of the applicable strengths shown in table

30、 I without failure and as indicated in table II. 3.6.9 Insert strencrth . When tested as specified in 4.6.15, the inserts TABI;E II. Insert strenath f workinu loadsl InSert Pull-out Torque _(Dia. thni size) tt3cnmds) (ft-lbs) 10 - 32 1/4 - 28 5/16 - 24 3/8 - 24 800 800 1600 1600 8 16 16 32 3.6010 Ra

31、il IXXISPO rtabilitv. The shelter when tested as specified (see 4.6.16) shall be capable of withstanding, without damage, the shocks normally imiuced by rail transprt, 9 Licensed by Information Handling Services- MIL-S-44L95A 54 9999706 0488058 9 MIL-S-44195A 8 3.6.11 ct resistance. The shelter pane

32、l shall be impact resistant when tested in accordance with 4.6.17. 3.6.12 Drop test. The shelter when tested as specified in 4.6.18 shall show no evidence of damge as a result of the drop test. 3.6.13 Towinq. The shelter shall show no evidence of damage when tested as specified in 4.6.19. 3.6.14 Wat

33、er leakaqe. The shelter shall Shaw no evidence of leakage when tested as specified in 4.6.20. 3.6.15 Fluorescent liqht temperature. Shelter fluorescent light assemblies shall show no failure when tested as specified in 4.6.21. 3.6.16 Solar load. The shelter shall withstand a solar load test when tes

34、ted as specified in 4.6.22. 3.6.17 rational fitness. The shelter shall prove functional when tested as specified in 4.6.23. 3.6.18 Heat transfer. The overall coefficient of heat transfer of the shelter shall not exceed 0.35 British thermal units (BTus) per hour per square foot per degree Fahrenheit

35、(see 4.6.32). 3.7 WorlaMnship. 3.7.1 General. The shelter, including all parts and accessories, shall be constructed and finished in a workmanlike manner with particular attention given to removal thoroughness of assemblies, and . of burrs and sharp edges, accuracy of-dimensions, soldering, welding,

36、 painting, aligrmient of parts and the tightness of scm, bolts etc. Gaskets shall not be torn or split and shall be free of finish. and free of holes, cuts or tears. closing of the shelter shall be properly adjusted before the shelter is prepared for delivery to the Governmnt. Cloth components shall

37、 be clean All latches utilized for erection and 3.7.2 Rivetinq. Riveting joints shall be tight. The joined parts shall be undamaged, and the rivet heads shall be properly seated and tight against the bearing surfaces. All rivets, except those used in panel bonding, shall be dipped in polysulfide sea

38、lant just prior to insertion. Hmver, a dab of polysulfide sealant shall be applied to the head of each rivet. 3.7.3 Cleaning. After fabrication, parts shall be cleaned in accordance with the drawings. 3.7.4 Welding. Welded joints shall be such that grinding of the finished Spot, All surfaces, weld s

39、hall not be a requirement except when specified on the drawing. stitch, and seam wels shall be as indicated on the drawings. 10 Licensed by Information Handling ServicesMIL-S-44195A 54 = 9999906 0488059 O MIL-S-44195A to be welded shall be cleaned free fran scale, paint, grease, and other foreign ma

40、terials. shall be free fran scabs, blisters, abnonnal pock marks, cracks, voids, slag inclusions, and other harmful defects. remove any scale, oxidation products, and excess flux. cleaning shall be ccanpletely neutralized and removed. certified in accordance with MIL-SiD-1595. shall conform to MIL-s

41、rT)-2219. Welds shall have thorough penetration, good fusion and Welded assemblies shall be cleaned to Any acid used in Welders shall be Welding equipnt and procedures 3.7.5 Finish. Coatings shall level out to an adherent, continuous and unifonn film without runs, wrinkles, streaks, or areas of no f

42、ilm. coating damaged during assembly or examination shall be touched up. There shall be no areas of rust. chips. Any Finish shall be free of blistering, peeling and e 3.7.5.1 Adhesion of paint. The shelter shall be capable of withstanding, without degradation to the finish, the tests as specified in

43、 4.6.33. After top coat application, the shelter in the deployed mode shall be stored for a minimum of one hundred and sixty eight hours at a minimum of 70% prior to performing this test. i Note: 3.7.5.2 Color. The color of the paint film shall confonnto the appropriate color chip for the paint spec

44、ified. 3.7.5.3 Thickness. Thickness of the paint film shall be checked as specified in 4.6.35. stacking, longitudinal restraint, racking, lashing, endwall strength, sidewall strength and lifting fran fork lift pockets shall conform to Is0 1496/1when tested as specified in 4.6.24 through 4.6.31. fini

45、sh as sham on the drawings. fully assembled shelter, so as to prevent mismatch of color shading, unless other control techniques are approved by the contracting officer. After top coat application, the shelter in the deplayed mode (i.e., expanded) shall be stored in a 70% minimum temperature indoor

46、facility for a mininami of thirty-six hours to assure adequate coating(s) cure. perio the shelter doors and vents shall be opened to pennit air circulation within the shelter. 3.0 other recn irementS. Requirements and testing for lifting, six high 3.9 Finish and color. Surfaces shall be of the color

47、, treatment, and Top coat painting shall be performed on the Wing this storage 3.10 Narreplates and pITY ASSURANCE PROVISIONS 4.1 Responsibilitv for insrnion. nless othemise specified in the contract or purchase order, the contractor is responsible for the perfonnance of all inspection requirements

48、as specified herein. Except as othemise specified in the contract or purchase order, the contractor may use his own or any other facilities suitable for the performance of the inspection requirements specified herein, Unless disapproved by the Government. Govemnt reserves the right to perform any of

49、 the inspections set forth in the doczmient where such inspections are deemed necessaryto assure supplies and services conform to prescribed requirements. The 4.1.1 Resmnsibilitv for compliance. All item must meet all requirements The inspections set forth in this document shall becm The of sections 3 and 5. a part of the contractors overall inspection system or quality program. absence of any inspection requirement in the document shall not relieve the contractor of the responsibility of assuring that all products or supplies sulmitted to the Governmen