ASTM E874-2004 Standard Practice for Adhesive Bonding of Aluminum Facings to Nonmetallic Honeycomb Core for Shelter Panels《保护板用非金属蜂窝状芯体铝盖面的粘合剂粘结标准规程》.pdf

《ASTM E874-2004 Standard Practice for Adhesive Bonding of Aluminum Facings to Nonmetallic Honeycomb Core for Shelter Panels《保护板用非金属蜂窝状芯体铝盖面的粘合剂粘结标准规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM E874-2004 Standard Practice for Adhesive Bonding of Aluminum Facings to Nonmetallic Honeycomb Core for Shelter Panels《保护板用非金属蜂窝状芯体铝盖面的粘合剂粘结标准规程》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E 874 04Standard Practice forAdhesive Bonding of Aluminum Facings to NonmetallicHoneycomb Core for Shelter Panels1This standard is issued under the fixed designation E 874; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisio

2、n, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 practice describ

3、es the materials, processes, andquality controls to be used in the manufacture of adhesive-bonded, aluminum-faced, nonmetallic-honeycomb-core sand-wich panels for tactical shelters.1.2 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinf

4、ormation only.1.3 This standard does not purport to address the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the applicability of regulatorylimitations prior to use.2. Reference

5、d Documents2.1 ASTM Standards:2B 209 Specification for Aluminum and Aluminum-AlloySheet and PlateC 297/C 297M Test Method for Flatwise Tensile Strengthof Sandwich ConstructionsD 1781 Test Method for Climbing Drum Peel forAdhesivesE 864 Practice for Surface Preparation of Aluminum Alloysto be Adhesiv

6、ely Bonded in Honeycomb Shelter PanelsE 865 Specification for Structural Film Adhesives for Hon-eycomb Sandwich PanelsE 866 Specification for Corrosion-Inhibiting AdhesivePrimer for Aluminum Alloys to Be Adhesively Bonded inHoneycomb Shelter PanelsE 990 Specification for Core-Splice Adhesive for Hon

7、ey-comb Sandwich Shelter PanelsE 1091 Specification for Nonmetallic Honeycomb Core forUse in Shelter PanelsE 1826 Specification for Low Volatile Organic (VOC)Corrosion-Inhibiting Adhesive Primer for Aluminum Al-loys to Be Adhesively Bonded2.2 Military Standards:MIL-STD-105 Sampling Procedures and Ta

8、bles for Inspec-tion by Attributes3MIL-STD-907B Military Standard Engineering and DesignCriteria for Rigid Wall Shelters32.3 Federal Standards:Fed. Std. No. 209 Clean Room and Work Station Require-ments, Controlled Environment43. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 ex

9、cessive corrosion, nsurface corrosion that is notremoved by cleaning as described in Practice E 864.3.1.2 gouge, na surface defect in which material has beenremoved and that causes a decrease in strength in a highlystressed area.3.1.3 nominal pressure, nthe intended operating pressure.3.1.4 nominal

10、temperature, nthe intended operating tem-perature.3.1.5 tapping test, na nondestructive evaluation proce-dure for detecting panel delamination in which the outer skin ofthe panels is tapped with a hammer or coin.3.1.5.1 DiscussionChanges in acoustic emissions result-ing from tapping can be associate

11、d with delamination andnondelaminated sections of panel.4. Significance and Use4.1 The formation of reproducible, durable-adhesive bondsin structural units requires great care in the selection ofmaterials, the preparation of the surfaces of the parts to bebonded, and the performance of the steps in

12、the bondingprocess. Experience has shown that adhesive bonding carriedout in accordance with this practice produces relatively repro-ducible bonds.1This practice is under the jurisdiction of ASTM Committee E06 on Perfor-mance of Buildings and is the direct responsibility of Subcommittee E06.53 onMat

13、erials and Processes for Durable Ridgewall Relocatable Structures.Current edition approved Oct 1, 2004. Published October 2004. Originally in1982. Last previous edition approved in 2001 as E 874 01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service

14、at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Copies of specifications, standards, and drawings required by the manufacturerin conjunction with specific procurements, or information about appropriate sourceso

15、f these documents, should be obtained from the purchaser.4Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5098.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Facilit

16、ies5.1 Panel-Assembly-Layup AreaThe panel-assembly-lay-up area is an enclosed, environmentally controlled area thatis continuously controlled for temperature, relative humidity,and concentration of airborne particles. The environmentallycontrolled area shall be maintained at a temperature of75 6 10F

17、 (24 6 6C) and not more than 50 % relative hu-midity. The temperature and relative humidity shall be re-corded continuously. All incoming and recirculated air shall befiltered to control airborne particles. The air handling equip-ment shall provide at least five air changes per hour in theenvironmen

18、tally controlled area. The filters shall ensure thatthe particle count within the environmentally controlled areawill not exceed 200 000 particles/ft3(7 3 106particles/m3)ofsize 1 m and larger. The air pressure differential between theenvironmentally controlled area and adjacent areas shall bemonito

19、red continuously and recorded at least twice weekly.The air pressure in the environmentally controlled area shall bemaintained above that of adjacent areas by a minimum of 0.015in. H2O (3.7 Pa). The particle count shall be monitored inaccordance with Fed. Std. No. 209. The recorders shall becalibrat

20、ed every six months. The environmentally controlledarea shall be conspicuously identified at all entrances as limitedaccess. Unnecessary traffic within the environmentally con-trolled area shall not be permitted. Eating and smoking withinthe environmentally controlled area shall not be permitted and

21、the environmentally controlled area shall be so posted. Allmaterials, tools, and equipment used in the environmentallycontrolled area shall be clean, low shed, and free of lint, oil,and grease. The application of oil, grease, mold release agents,or other possible contaminants within the environmenta

22、llycontrolled area shall be prohibited. The interior, exposedsurfaces of the environmentally controlled area shall be non-shedding and easily cleaned. The floor shall be sealed andcleaned daily to minimize dust generation. No preparationssuch as insertion of foam into honeycomb core, or cleaningothe

23、r than by filtered vacuum, shall take place in the environ-mentally controlled area. No core cutting shall be allowed inthe environmentally controlled area other than that required forintegral-panel cutouts involving total thickness of the core toprecut skin openings, core repair, or minor trimming.

24、5.2 Primer Application AreaThe primer-application areashall be separated from the cleaning tanks, manufacturing area,and other areas of potential contamination. All air furnished tothis area shall be filtered, and compressed air used shall beoil-free.6. Apparatus6.1 Pressure EquipmentPressure equipm

25、ent for bondingof shelter panels shall be large enough to permit the bonding ofthe total panel in one step. The manufacturer shall providecalibration and test data demonstrating that the temperature onthe two facings of press platens during lamination will be equaland uniform within 4 % of their nom

26、inal temperature. Thepressure equipment used for curing the panels shall be capableof applying greater than 20 psi (138 kPa) and 300F (150C)over the entire panel surface. Platens shall be flat to within0.002 in./ft (0.17 mm/m). The pressure equipment shall beequipped with temperature and pressure re

27、corders and controlsthat accurately control heat-up rate, pressure application, dwelltime, cool down (when required), and pressure removal. Thepressure equipment shall also be equipped with suitabledevices (for example, caul sheets) that facilitate moving thepanel layup into the press without misali

28、gning the layup.6.1.1 Calibrations, Temperature and Pressure Require-ments, and ControlsGages shall be calibrated every sixmonths by an accredited independent laboratory or by themanufacturer if approved by the purchaser. The latest calibra-tion certificate shall be attached to the equipment near ea

29、chgage. It shall be demonstrated that the actual bonding pressureis within 10 % of the nominal pressure. It shall also bedemonstrated that the average temperatures of the top andbottom panel facings during the bonding process are equal anduniform to within 4 % of the nominal temperature. Thermo-coup

30、les placed at each corner and at the center of each facingshall be used to demonstrate the uniformity of the temperature.Compliance of the equipment with these requirements shall beverified at intervals not exceeding six months. A permanentrecord of the pressure, time, and temperature measurementsdu

31、ring bonding shall be maintained. All calibrations must betraceable to the National Institute of Standards and Technology(NIST)5.6.2 Testing EquipmentThe supplier shall have availablesufficient testing equipment to ensure that all process-controlspecimen preparation and testing required by this prac

32、tice canbe accomplished without unnecessarily delaying production.All calibrations of test equipment required by this practice shallbe traceable to NIST.7. Materials7.1 Materials shall be as specified herein or as specified inthe contract. All materials shall be stored and handled in suchmanner as t

33、o provide adequate protection against degradingenvironments and mechanical damage.7.2 Aluminum:7.2.1 FacingsThe facings shall be aluminum alloy con-forming to Specification B 209 and shall be certified ascomplying with the alloy, temper, and thickness requirementsof the shelter specification. Facing

34、s shall be free of excessivecorrosion, oil canning (snap-buckling), dents, gouges, or otherdefects that may adversely affect the structural integrity of abonded panel. The manufacturers certification or reports oftests for mechanical properties and chemical composition shallbe included with each shi

35、pment.7.2.2 Preparation of Aluminum-Alloy Parts for BondingThe aluminum-alloy parts used in the manufacture of honey-comb panels shall be prepared for bonding in accordance withPractice E 864.7.3 Honeycomb CoreThe honeycomb-core material shallbe as specified in the shelter specification and shall me

36、et therequirements of Specification E 1091. It shall be stored in itsshipping container in a segregated area away from trafficcongestion until processing for panel layup.5Available from National Institute of Standards and Technology (NIST), 100Bureau Dr., Stop 3460, Gaithersburg, MD 20899-3460.E8740

37、427.4 AdhesivesThe structural film and core splice adhe-sives shall conform to Specifications E 865 and E 990, respec-tively. They shall be stored in accordance with the manufac-turers recommendation.7.4.1 Qualification of Adhesive SystemThe panel manu-facturer is responsible for ensuring that the a

38、dhesive systemused in the manufacture of panels under this practice isqualified to meet Specifications E 865 and E 990.7.5 PrimerThe adhesive primer shall conform to Specifi-cation E 866.7.6 Thermal BarriersThermal barriers shall conform tothe purchasers requirements.NOTE 1Thermal barriers are bonde

39、d between the skin and metal-edgemembers to prevent a thermal short between exterior and interior skins.8. Panel Construction8.1 The alloy, temper, and thickness of the facings, edgeclosure details, core type, and the weights and sizes of thepanels shall be as specified in the design specification.

40、Panelsshall not have any defects, bulges, depressions, or dents withan area greater than 8 in.2(5200 mm2) or deeper than 0.040 in.(1.0 mm). The total allowable area of defects per panel shallnot exceed 0.1 % of panel area per side. Panels exceeding0.1 % defect area may be subjected to rework procedu

41、re agreedupon between the manufacturer and the customer. Panels shallnot be bowed or warped nor shall there be any deviation fromtotal flatness of the panel greater than 0.016 in./ft (1.3 mm/m).The allowable deviation from flatness (warpage) shall bedetermined by applying a straight-edge, as specifi

42、ed in 10.6.1,against the concave side of the panel with the opposite sidelying on a flat surface and measuring the maximum gapbetween the straightedge and the panel.8.2 Edge Closures and Framing MembersThese shall beas specified in the shelter-design specification. On pre-existingdesigns, process th

43、e material in accordance with pre-existingdesign configuration/specification requirements unless other-wise directed by the procuring activity. When the aluminumedge closures are to be bonded, they shall be treated inaccordance with Practice E 864. When the shelter designrequires the edge closures a

44、nd framing members to be bondedsimultaneously with panels bonding, the edge closures andframing members shall be bonded to the facings with thestructural film adhesive specified in 7.4.8.3 Preparation of Aluminum Facings and Edge ClosuresAll cutting, trimming, and sizing of the facings and edgeclosu

45、res shall be made prior to surface preparation or on thepanel following completion of the bonding operation. Thefaying surfaces of all aluminum parts which are to be bondedshall be prepared in accordance with Practice E 864 andSpecification E 866 or Specification E 1826. All aluminum forbonded panel

46、s shall be placed in primer application area within12 h after completion of the cleaning process.8.4 Preparation of Honeycomb CoreHoneycomb that isnot to be filled with plastic foam shall be cleaned of dust withdry, oil-free, filtered, compressed air or vacuumed prior todelivery to the panel-assembl

47、y-lay-up area. When the cells ofthe honeycomb core are filled with plastic foam, the surface ofthe installed foam shall be at least116 in. (1.5 mm) below thesurface of the honeycomb on both surfaces, and all bondingsurfaces shall be freed from foam dust and contaminants byvacuuming. When a panel req

48、uires more than one sheet of core,the seam between pieces shall be spliced so that uniformity ofthickness is maintained across the seam. The core-splicingmaterial shall conform to Specification E 990 and must beimpermeable to water and serve as a barrier to water migration.The core-splicing method a

49、nd adhesive used shall be such thatthe shear strength of the splice shall be equal to or greater thanthe core-shear strength. Any crushed corners and edges of thecore sheets shall be removed and the sheet resquared prior tosplicing and lamination. Where the shelter design requires thatall framing members be bonded simultaneously with panelbonding, the core shall fit into the panel lay-up such that thegap between the core and the framing members is no more than0.125 in. (3.2 mm) from the framing members. The volatilecontent of the honeycomb core (includi