ASTM E1978-2011 Standard Specification for Shelter Tactical Expandable Two-Side《技术上可膨胀双面外罩的标准规格》.pdf

1、Designation:E197805 Designation: E1978 11Standard Specification forShelter, Tactical, Expandable, Two-Side1This standard is issued under the fixed designation E1978; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last

2、revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers a rigid wall, tw

3、o-side expandable shelter constructed of aluminum-faced, nonmetallic honeycombsandwich panels and meeting the International Organization for Standardization (ISO) cargo container specification in the transportmode. Nominal dimensions when closed (container mode) are: height 8 ft, width 8 ft, and len

4、gth 20 ft (2.4 by 2.4 by 6.1 m).Approximate dimensions when expanded (shelter mode) are: height 8 ft, width 22 ft, and length 20 ft (2.4 by 6.7 by 6.1 m).1.2The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informationonly.1.2 The value

5、s stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information only and are not considered standard.1.3 This standard does not purport to address all of the safety concerns, if any, associated wit

6、h its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2E864 Practice for Surface Preparation of Aluminum Alloys to Be Adhesiv

7、ely Bonded in Honeycomb Shelter PanelsE865 Specification for Structural Film Adhesives for Honeycomb Sandwich PanelsE866 Specification for Corrosion-Inhibiting Adhesive Primer for Aluminum Alloys to Be Adhesively Bonded in HoneycombShelter PanelsE874 Practice for Adhesive Bonding of Aluminum Facings

8、 to Nonmetallic Honeycomb Core for Shelter PanelsE990 Specification for Core-Splice Adhesive for Honeycomb Sandwich Structural PanelsE1091 Specification for Nonmetallic Honeycomb Core for Use in Shelter PanelsE1749 Terminology Relating to Rigid Wall Relocatable SheltersE1773 Practice for Sealing Rig

9、id Wall Tactical Shelters with Polysulfide Based SealantsE1826 Specification for Low Volatile Organic Compound (VOC) Corrosion-Inhibiting Adhesive Primer for Aluminum Alloysto Be Adhesively BondedE1925 Specification for Engineering and Design Criteria for Rigid Wall Relocatable Structures2.2 ISO Sta

10、ndards:3ISO 1161-1980 Series 1-Freight Containers-Corner Fittings, SpecificationISO 1496/I Series 1-Freight Containers-Specification and Testing PartISO 9001 Quality SystemsModel for Quality Assurance in Design, Development, Production, Installation, and Servicing2.3 Military Standards:4MIL-STD-810

11、Environmental Engineering Considerations and Laboratory Tests2.4 ANSI/ASQC Standards:5ANSI/ASQC Z1.4-1993 Sampling Procedures and Tables for Inspection by Attributes1This specification is under the jurisdiction of ASTM Committee E06 on Performance of Buildings and is the direct responsibility of Sub

12、committee E06.53 on Materialsand Processes for Durable Rigidwall Relocatable Structures.Current edition approved MaySept. 1, 2005.2011. Published May 2005.October 2011. Originally approved in 1998. Last previous edition approved in 20042005 asE1978 045. DOI: 10.1520/E1978-05.10.1520/E1978-11.2For re

13、ferencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3Available from American National Standards Institute (ANSI), 25 W. 4

14、3rd St., 4th Floor, New York, NY 10036, http:/www.ansi.org.4Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.5Available from American Society for Quality (ASQ), 600 N. Plankinton Ave., Milwaukee,

15、 WI 53203, http:/www.asq.org.1This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommend

16、s that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.5 Drawings:65-4-

17、3118 Shelter, Assembly, Two-Side Expandable-60 amp5-4-3201 Shelter, Assembly, Two-Side Expandable-100 amp2.6 SAE Standards:7SAE-AMS-STD-1595 Qualification of Aircraft, Missiles, and Aerospace Fusion WeldersSAE-AMS-STD-2219 Fusion Welding for Aerospace Application3. General Requirements3.1 Alternate

18、ComponentsWhen this specification or the referenced drawings specify use of a specific component “or equal,”the contractor may substitute a component equal to the specified component provided that the contractor complies with thefollowing requirements. Prior to manufacture of the first article or, i

19、f none is required, prior to commencing production, thecontractor shall submit for the purchasers approval, a list identifying each proposed “or equal” component together with proof thateach listed component is functionally equal to the specified component and is compatible with the end item covered

20、 by thisspecification. The purchaser, at his/her option, may require a physical sample of any “or equal” component. Approval of thesubmitted listing and supporting data authorizes the commencement of fabrication of the first article or of production, as applicable,but does not relieve the contractor

21、 of the responsibility that the “or equal” components perform in accordance with specifiedrequirements when incorporated into the end item.3.2 Materials and ComponentsMaterials and components shall conform to the documents listed in Section 2 and as specifiedherein. Any change to the proposed materi

22、als or processes must be approved by the purchaser. It is encouraged that recycledmaterial be used when practical as long as it meets the requirements of this specification.3.3 WorkmanshipThe shelter, including all parts and accessories, shall be constructed and finished in a workmanlike mannerwith

23、particular attention given to removal of burrs and sharp edges, accuracy of dimensions, thoroughness of soldering, welding,painting, alignment of parts and assemblies, and the tightness of screws, bolts, and so forth. Gaskets shall not be torn or split andshall be free of finish. Cloth components sh

24、all be clean and free of holes, cuts, or tears.All latches utilized for erection and closingof the shelter shall be properly adjusted before the shelter is prepared for delivery to the purchaser.3.4 RivetingRiveting joints shall be tight. The joined parts shall be undamaged, and the rivet heads shal

25、l be properly seatedand tight against the bearing surfaces.All the rivets, except those used in panel bonding, shall be dipped in polysulfide sealant justprior to insertion; however, a dab of polysulfide sealant shall be applied to the head of each rivet.3.5 CleaningAfter fabrication, parts shall be

26、 cleaned in accordance with the drawings.3.6 WeldingWelded joints shall be such that grinding of the finished weld shall not be a requirement, except when specifiedon the drawing. Spot, stitch, and seam welds shall be as indicated on the drawings. All surfaces to be welded shall be cleaned andfree f

27、rom scale, paint, grease, and other foreign materials. Welds shall have thorough penetration, good fusion, and shall be freefrom scabs, blisters, abnormal pock marks, cracks, voids, slag inclusions, and other harmful defects. Welded assemblies shall becleaned to remove any scale, oxidation products,

28、 and excess flux. Any acid used in cleaning shall be completely neutralized andremoved. Welders shall be certified in accordance with SAE-AMS-STD-1595. Welding equipment and procedures shall conformto SAE-AMS-STD-2219.3.7 FinishCoatings shall level out to an adherent, continuous, and uniform film wi

29、thout runs, wrinkles, streaks, or areas ofno film. Any coating damaged during assembly or examination shall be touched up. There shall be no areas of rust. Finish shallbe free from blistering, peeling, and chipping.3.7.1 Adhesion of PaintThe shelter shall be capable of withstanding, without degradat

30、ion to the finish, the tests as specifiedin 11.37.NOTE 1After top coat application, the shelter in the deployed mode shall be stored for a minimum of 168 h at a minimum of 70F (21C) prior toperforming this test.3.7.2 ColorThe color of the paint film shall be compared with an appropriate color chip f

31、or the paint specified.3.7.3 ThicknessThickness of the paint film shall be checked as specified in 11.39.3.8 Finish and ColorSurfaces shall be of the color, treatment, and finish as shown on the drawings. Top coat painting shallbe performed on the fully assembled shelter so as to prevent mismatch of

32、 color shading, unless other control techniques areapproved by the purchaser.After top-coat application, the shelter in the deployed mode (that is, expanded) shall be stored in a 70F(21C) minimum temperature indoor facility for a minimum of 36 h to ensure adequate coating(s) cure. During this storag

33、e period,the shelter doors and vents shall be opened to permit air circulation within the shelter.3.9 ManualsUnless otherwise specified (see 13.2), technical manuals shall be provided with each shelter. Stowage provisionfor the manuals shall be located as shown on the applicable drawings.3.10 Termin

34、ology related to this specification is defined in Terminology E1749.6Copies of drawings are available from U.S. Army Natick Soldier Center, ATTN: AMSRD-NSC-CP-CS, Kansas Street, Natick, MA 01760-5018, http:/www.natick.army.mil.7Available from SAE International (SAE), 400 Commonwealth Dr., Warrendale

35、, PA 15096-0001, http:/www.sae.org.E1978 1124. Design and Construction Requirements4.1 Design and ConstructionDesign and construction of the expandable shelter shall conform to the requirements specifiedon the drawings, all subsidiary drawings and parts lists, and hereinafter. The shelter shall be f

36、ree of panel delaminations and shallmeet all physical and environmental requirements specified herein.4.2 Container ModeThe shelter in the closed or transport mode shall be referred to as a container, hereinafter, for the purposeof definition. The shelter, in the container mode, shall be an article

37、of transport equipment meeting ISO freight containerrequirements related to cargo containers. The shelter shall not show structural damage when tested as specified in 11.20, 11.22,11.23, and 11.28-11.35, and shall not show leakage when tested as specified in 11.24 and 11.24.1-11.24.3. The contractor

38、 shallensure that the shelter receives Coast Guard Certification for ISO containers. The containers overall dimensions shall be inaccordance with ISO freight container designated IC and are as shown in Table 1.4.3 PanelsThe panels used as structural members in the container configuration shall struc

39、turally meet all transportation andenvironmental requirements specified herein. Each panel shall be fabricated as a net panel with aluminum extrusions bonded aboutthe panel perimeter during panel bonding. The inner and outer skins on all joints shall be sealed to provide a water barrier againstthe e

40、ntrance of moisture to the core material and to the interior of the shelter. The water barrier is to be maintained intact at allpanel cross-sectional openings. All joints and edges shall be assembled and sealed in a manner to prevent collection and retentionof moisture. Particular emphasis shall be

41、placed on the sealing of all mitered corners. All of the above sealing procedures shall beaccomplished in accordance with Practice E1773. Rivet shafts shall be coated with sealing compound before insertion. The sealershall be as indicated on the drawings. The contractor shall have the appropriate eq

42、uipment and facilities, use the correct proceduresin accordance with Practices E874 and E864, and use qualified panel components (that is, structural film and core splice adhesives,corrosion-inhibiting adhesive primer, structural nonmetallic honeycomb core, and as specified 5052-H34 or 6061-T6 alumi

43、numskins, FRP barrier strips, 6061-T6 panel extrusions). Prior to use, all critical panel component materials must be qualified toSpecifications E865, E866, E990, E1091, and E1826. There shall be no skin splices in the panels except where noted on thedrawings. Unless otherwise specified (see 13.2),

44、prior to award of contract, the contractors shall submit to the purchaser a certifiedcopy of a laboratory test report and a copy of their process specification covering fabrication of the metallic-faced, nonmetallichoneycomb core sandwich panels they propose to use in the construction of the end ite

45、m. Using their process specification, thecontractors shall fabricate qualification test sandwich panels and structural film adhesive floating roller peel test specimens, andshall perform tests in accordance with Specification E865 and Practice E874 (see 13.2).4.3.1 Panel ProcessingThe shelter panels

46、 shall be processed and inspected as specified in Practices E864 and E874 andSpecifications E865, E866, or E1826 depending upon which primer is being used, Specifications E990, E1091, and Practice E1773.The shelter panels shall be inspected for dimensions and flatness in accordance with the Dimensio

47、nal and Flatness Inspection ofPanel paragraph of Practice E874 (see 10.2).4.3.2 Panel WatertightnessPanel assemblies shall not permit the entry of water (see 10.3.1) when tested as specified in 11.184.3.3 Resistance to Thermal ShockPanels shall be resistant to thermal shock, when tested as specified

48、 in 11.6.4.3.4 Panel InterchangeabilityAll panels and panel assemblies bearing same part numbers shall be functionally anddimensionally interchangeable without modification or reworking. Individual assemblies shall not be hand picked for fit orperformance, when tested as specified in 11.7.4.3.5 Dela

49、minationsDelaminations in shelter panels shall be tested as specified in 10.3.4.4.3.6 Panel Frame Area Tightness AirtightnessWelded panel frames shall be airtight when tested as specified in 11.4011.41.4.4 InsertsWhen tested as specified in 11.8, the following sized inserts, where used, shall withstand the torque and pulloutloads as specified in Table 2, without failure of the inserts, panel, or potting compound.4.5 PayloadThe unit is designed to carry a maximum payload of 8050 lb (3650 kg) during transport.4.6 Corner FittingsThe container shall