ASTM D3982-2003 Standard Specification for Contact Molded Fiberglass (Glass Fiber Reinforced Thermosetting Resin) Duct and Hoods《接触模压制玻璃纤维增强热固性树脂管和防护罩标准规范》.pdf

《ASTM D3982-2003 Standard Specification for Contact Molded Fiberglass (Glass Fiber Reinforced Thermosetting Resin) Duct and Hoods《接触模压制玻璃纤维增强热固性树脂管和防护罩标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D3982-2003 Standard Specification for Contact Molded Fiberglass (Glass Fiber Reinforced Thermosetting Resin) Duct and Hoods《接触模压制玻璃纤维增强热固性树脂管和防护罩标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 3982 03An American National StandardStandard Specification forContact Molded “Fiberglass” (Glass Fiber ReinforcedThermosetting Resin) Duct and Hoods1This standard is issued under the fixed designation D 3982; the number immediately following the designation indicates the year oforigin

2、al adoption or, in the case of revision, 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.1. Scope1.1 This specification covers ducts and hoods fabricated bycontact m

3、olding intended for use in handling corrosive fumesand process gases. Special attention is given to equipment thatoperates at temperatures over 180F (82.2C) with regard tostrength and corrosion resistance.1.2 The material of construction shall be “fiberglass” con-sisting of a polyester, vinyl ester,

4、 or other qualified resin-matrixsystems with fiber reinforcement in accordance with Specifi-cation C 582.1.3 This specification is not intended to cover selection ofresins and reinforcements for specific chemical environments.1.4 All descriptions and limitations in this specification areto include b

5、oth ducts and hoods, where applicable.1.5 This specification covers ducts and hoods up to a designpressure of 65 psig (34.5 Pa).1.6 The values stated in inch-pound units are to be regardedas the standard. The SI units given in parentheses are forinformation only.1.7 This standard does not purport to

6、 address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.NOTE 1There is no similar or equivalent ISO standard

7、.2. Referenced Documents2.1 ASTM Standards:2C 581 Practice for Determining Chemical Resistance ofThermosetting Resins Used in Glass Fiber ReinforcedStructures, Intended for Liquid ServiceC 582 Specification for Contact-Molded Reinforced Ther-mosetting Plastic (RTP) Laminates for Corrosion ResistantE

8、quipmentD 883 Terminology Relating to PlasticsD 2583 Test Method for Indentation Hardness of RigidPlastics by Means of a Barcol ImpressorD 2584 Test Method for Ignition Loss of Cured ReinforcedResinsF 412 Terminology Relating to Plastic Piping SystemsF 436 Specification for Hardened Steel Washers2.2

9、 NFPA Standard:NFPA 91 Installation of Blower and Exhaust Systems forDuct, Stack and Vapor Removal or Conveying33. Terminology3.1 Definitions:3.1.1 The definitions used in this specification are in accor-dance with definitions in Terminologies D 883 and F 412,unless otherwise specified.3.2 Definitio

10、ns of Terms Specific to This Standard:3.2.1 calculated thicknessthis description is in accor-dance with the standard laminate composition tables for TypesI and II in Specification C 582.3.2.2 contact moldingincludes the “hand layup” and the“spray up” methods of manufacture.3.2.3 flange cantthe angle

11、 that an entire branch is offfrom being perpendicular to the main run centerline (see Fig.1).3.2.4 flange flatnessmaximum deviation, (see Fig. 2)from the actual flange face not including warpage or perpen-dicularity.3.2.5 flange offsetthe amount that an entire branch is offthe main run centerline (s

12、ee Fig. 3).3.2.6 flange perpendicularitymaximum angle that theplane (see Fig. 2) of the flange inside diameter makes with theperpendicular plane to the ducts centerline.3.2.7 flange warpagethe amount that a flange outsidediameter pulls back from the plane of the inside diameterduring the cure of the

13、 material (see Fig. 2).1This specification is under the jurisdiction of ASTM Committee D20 onPlastics and is the direct responsibility of Subcommittee D20.23 on ReinforcedPlastic Piping Systems and Chemical Equipment.Current edition approved Nov. 1, 2003. Published December 2003. Originallyapproved

14、in 1981. Last previous edition approved in 1998 as D 3982 98.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.

15、3Available from National Fire Protection Association (NFPA), 1 BatterymarchPark, Quincy, MA 02269-9101.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.2.8 hand layupapplication of glass plies in sheet formby hand. Resin can be appl

16、ied by either brushing, rolling, orspraying.3.2.9 minimum thicknesstake six thickness readings. Theaverage of the six readings shall be a minimum of 85 % of thecalculated thickness. This must contain the required layers ofglass.3.2.10 spray upfiberglass roving is chopped and blownonto the mold in co

17、njunction with resin and catalyst.3.3 Abbreviations: Symbols3.3.1 M =112 oz/ft2chopped-strand mat.3.3.2 R = 24 oz/yd2woven-roving witha5by4weave.3.3.3 V = glass or synthetic veil, 0.010 in. (0.25 mm)calculated thickness.3.3.4 For additional symbols and abbreviations specific todesign requirements, s

18、ee 6.2.1.4. Materials and Manufacture4.1 ResinThe resin used shall be a commercial-gradethermoset that has either been evaluated in a laminate by test inaccordance with Practice C 581 or that has been determined byprevious documented service to be acceptable for serviceconditions. Where service cond

19、itions have not been evaluateda suitable resin may be selected by agreement between themanufacturer and the end user.4.1.1 The resin may contain fillers or pigments in accor-dance with Specification C 582.4.1.2 Athixotropic agent may be added up to 5 % by weightof resin.NOTE 2The addition of a thixo

20、tropic agent may reduce the resistanceof many resin systems to certain corrosive chemical environments. It is theresponsibility of the fabricator, using a thixotropic agent in the resin toascertain its compatibility with the corrosive environment when this hasbeen reported to him by the purchaser.4.

21、1.3 Fire-retardant additives may be added to resins ifrequired to reduce flame spread.NOTE 3The addition of fire-retardant agents may interfere with thevisual inspection of laminate quality. Use in the inner surface and interiorlayer should consider this, and the need for fire retardance should outw

22、eigh any potential visual inspection difficulties. In some cases fire-retardant agents can also affect the the chemical resistance of the resin. Ifthis is suspected, then chemical resistance testing of the resin should beconducted with fire-retardant additives included. Again the need for fireresist

23、ance should be balanced with chemical resistance.4.2 ReinforcementGlass reinforcing material with abinder and sizing compatible with the resin to be used. Fiberreinforcements shall be in accordance with, and meet therequirements of, Specification C 582 including compositionrequirements for Type I an

24、d Type II laminates.4.2.1 Corrosion BarrierConsists of the inner surfacefollowed by the interior layer. The corrosion barrier has aminimum total calculated thickness of 0.096 in. (2.4 mm).4.2.1.1 Inner SurfaceSurfacing veil with approximately90 % resin and 0.010 to 0.020-in. (0.25 to 0.50-mm) calcul

25、atedthickness.4.2.1.2 Interior LayerA minimum of two plies of 112oz/ft2chopped-strand mat or chopped roving equivalent witha compatible sizing system with approximately 75 % resin andFIG. 1 Flange CantFIG. 2 Flange Tolerance DescriptionFIG. 3 Flange OffsetD 3982 0320.086-in. (2.2-mm) calculated thic

26、kness minimum. Fiberlength shall be12 in. (12.7 mm) minimum to 2 in. (50.8 mm)maximum.4.2.2 Structural LayerShall consist of chopped-strandmat plies of nominally 112 oz/ft2and have a12 in. (12.7 mm)minimum to 2 in. (50.8 mm) maximum fiber length, or shallconsist of a chopped roving equivalent in the

27、 spray-up method.When necessary, woven-roving plies shall be used and shallconsist of 24 oz/yd2with a five by four weave or a suitableequivalent agreed on by the end user and the fabricator.Woven-roving shall be applied alternately with a minimum ofa112 oz/yd2mat or chopped roving equivalent, finish

28、ing witha mat layer.4.2.3 Outer SurfaceShall be coated with a resin-rich layerand containing 0.2 to 0.6 % paraffin wax with a melting pointof 122 to 126F (50.0 to 52.2C), except when other means areused to prevent air inhibition.5. Physical Properties5.1 Minimum wall of (V, M, M, M) shall be maintai

29、nedunder any circumstances.5.2 Laminates or portions of laminates comprised only ofchopped-strand mat shall have a 25 to 30 % glass content byweight when tested by Test Method D 2584.5.3 Minimum mechanical properties of standard laminatesshall be in accordance with Specification C 582.6. Design Requ

30、irements Design Requirements6.1 Design Limitations:6.1.1 Safety FactorUse five for external pressure, use tenfor internal pressure and all other design calculations.6.1.2 Maximum Permissible Deflection Under DesignLoadUse 1 % of the span for laminates not exposed to achemical environment and use12 %

31、 of the span for allowabledeflection when a chemical environment will be in contact withthe laminate.6.1.3 Secondary Bond StrengthWhen the load is along thesurface, use 2000 psi (13.79 MPa) ultimate shear stress for thebonding surface area. Use a safety factor of ten when calcu-lating allowable seco

32、ndary bonding stresses.6.1.4 When an extra corrosion barrier is specified, do notinclude this thickness in the design calculations.6.1.5 Increase all calculated wall thicknesses to the neareststandard wall thickness. Treat these standard wall thicknessesas minimum dimensions.6.2 Cylinder Wall Design

33、:6.2.1 Symbols and Abbreviations:6.2.1.1 PActual design pressure, psi (MPa).6.2.1.2 PAAllowable pressure, psi (MPa).6.2.1.3 DoOutside diameter of cylinder, in. (mm).6.2.1.4 DInside diameter of cylinder, in. (mm).6.2.1.5 SUltimate tensile strength, psi (MPa).6.2.1.6 FSafety factor (see 6.1.1).6.2.1.7

34、 TCylinder wall thickness, in. (mm).6.2.1.8 ETensile modulus of elasticity, psi (MPa).6.2.1.9 LCylinder length between joints or elements thatqualify as a stiffener, in. (mm).6.2.1.10 IRequired moment of inertia for an element toqualify as a stiffener, in.3(mm3).6.2.2 Internal Pressure:T 5PDF2S6.2.3

35、 External Pressure (Internal Vacuum):Calculate:1.73SDoTD0.5If result:,LDoThen use:P 52.2EFSTDoD3If result:$LDoThen use:P 52.6EFSTDoD2.5LDo2 0.45STDoD0.56.2.4 Stiffeners to Withstand External Pressure:6.2.4.1 Required Moment of Inertia:I 5PL Do!3F24E6.2.4.2 Material used to attach ring stiffener to c

36、ylinder wallmay be included when calculating the actual moment of inertiaof the stiffener as well as the portion of the cylinder wallbeneath the stiffener and attachment material up to a width of2x (stiffener width).6.3 Rectangular Duct:6.3.1 The largest flat panel shall be designed to withstandthe

37、loading conditions and not exceed the design limitations(see 6.1.2). This can be accomplished with a sufficient wallthickness alone or by the incorporation of stiffening ribs toreduce the required wall thickness.6.3.2 Appropriate calculations shall be performed for wallthickness and stiffening ribs

38、as determined by the manufacturerand the purchaser. Minimum wall thickness in all cases forrectangular duct shall be as in Table 1, substituting the longerside for the diameter.6.3.3 The radial sides of a rectangular elbow shall bedesigned as a round cylinder with the same radius.6.4 Follow the requ

39、irements of NFPA Bulletin 91, Section510 when it is required by law or the engineer.6.5 Shop Drawings and Design CalculationsThe fabri-cated structure shall be in accordance with the design andconstruction details shown on shop drawings and designcalculations prepared by the manufacturer and approve

40、d by thepurchaser. Details to be covered include, but are not limited to,the following:6.5.1 Materials, including a definition of the fiber-resinsystem, in accordance with types of resins and reinforcingmaterials of Specification C 582,D 3982 0336.5.2 Dimensions,6.5.3 Size and location of stiffening

41、 ribs,6.5.4 Location of field joints and flanges, and6.5.5 Type and location of supports, if supplied by themanufacturer.6.6 All stiffeners, access openings, lifting devices or otherappurtenances shall be included as part of the duct design.6.7 Where static electricity has been determined to be apro

42、blem by the engineer, the inner surface of the ductworkshall be grounded with a maximum resistance to ground of106V. The grounding method shall be determined by themanufacturer and the purchaser.7. Dimensions7.1 Standard duct and fitting dimensions are shown on Fig.4 and are based on inside dimensio

43、ns.7.2 Standard elbows shall have a centerline radius of 112times the duct diameter for over 3-in. (76.2-mm) diameter andtwo times the duct diameter for 3-in. diameter and under.7.3 Mitered joints on all elbows 24-in. (609.6-mm) diameterand under are not permitted except when more room is requiredfo

44、r bolting or when a diameter is chosen that is not shown onTable 1.7.4 Standard duct flange thickness, drilling patterns, andminimum wall thickness are shown in Table 1.7.4.1 Vent connections from tanks and fans are normallydifferent from this pattern. Appropriate adjustments to flangedimensions nee

45、d to be taken to effect transition.7.5 To determine minimum information for rectangularduct, use the longest side and increase to the nearest standardround-duct inside diameter. This diameter can be used todetermine the flange thickness, minimum wall thickness andbolt-hole diameter, or tolerances.7.

46、6 There is no standard drilling pattern for rectangular duct.Bolt-hole spacing shall be designed for a proper seal with amaximum spacing of 412 in. (114.3 mm).7.7 All bolt holes straddle major centerlines unless other-wise specified.TABLE 1 Typical Flange Dimensions and Hanger SpacingNOTE1 in. = 25.

47、4 mm1 lb/ft = 1.488164 kg/m.InsideDiameter, in.CalculatedAWall Thick-ness, in.CylinderAWallConstructionFlangeBThickness,min, in.FlangeOutsideDiameter, in.Flange BoltCircle, in.Bolt HoleDiameter, in.Number BoltHolesRecom-mended BoltTorque, ft/lbMaximumBolt Torque,ft/lbMaximumCDHangerSpacing, ft1 0.14

48、 Type I38 538 4716 420308.0114 0.14 Type I38 558 414716112 0.14 Type I38 578 412716 420308.52 0.14 Type I12 638 5716 54212 0.14 Type I12 678 512716 42 09.03 0.14 Type I12 738 6716 54 54 0.14 Type I12 838 7716 4 25 40 10.06 0.14 Type I12 1038 9716 8 25 40 10.58 0.14 Type I12 1238 11716 82541.010 0.14

49、 Type I12 1438 13716 12 25 40 11.512 0.14 Type I12 1638 15716 12 25 40 11.514 0.14 Type I12 1838 17716 12 25 40 12.016 0.14 Type I12 2038 19716 16 25 40 12.518 0.14 Type I12 2238 21716 16 25 40 12.520 0.14 Type I12 2438 23716 20 25 40 13.024 0.18 Type I12 2838 27716 20 25 40 15.030 0.18 Type I58 3438 33716 28 35 50 15.536 0.18 Type I58 4038 39716 32 35 50 16.042 0.22 Type II58 4638 45716 36 35 50 19.048 0.22 Type II58 5438 52916 44 35 50 19.554 0.22 Type II58 6038 5