ASTM D4014-2003(2018) Standard Specification for Plain and Steel-Laminated Elastomeric Bearings for Bridges《桥梁用平纹和钢层压弹性轴承的标准规范》.pdf

《ASTM D4014-2003(2018) Standard Specification for Plain and Steel-Laminated Elastomeric Bearings for Bridges《桥梁用平纹和钢层压弹性轴承的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D4014-2003(2018) Standard Specification for Plain and Steel-Laminated Elastomeric Bearings for Bridges《桥梁用平纹和钢层压弹性轴承的标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D4014 03 (Reapproved 2018)Standard Specification forPlain and Steel-Laminated Elastomeric Bearings forBridges1This standard is issued under the fixed designation D4014; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, t

2、he year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers bearings, which consist of allelastomer or of alternate laminates of elastomer an

3、d steel,when the function of the bearings is to transfer loads oraccommodate relative movement between a bridge superstruc-ture and its supporting structure, or both.1.2 The values stated in SI units are to be regarded as thestandard.NOTE 1The words “elastomer” or “elastomeric” will be used inter-ch

4、angeably with the word “rubber” in this specification.1.3 The following safety hazards caveat pertains only to thetest methods portion, Section 8, of this specification: Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of t

5、he userof this standard to establish appropriate safety, health, andenvironmental practices and determine the applicability ofregulatory limitations prior to use.1.4 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in

6、 the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelD395 Test Methods for

7、Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermoplas-tic ElastomersTensionD518 Test Method for Rubber DeteriorationSurfaceCracking (Withdrawn 2007)3D573 Test Method for RubberDeterioration in an AirOvenD832 Practice for Rubber Conditioning For Low Tempera-ture Testing

8、D1149 Test Methods for Rubber DeteriorationCracking inan Ozone Controlled EnvironmentD1415 Test Method for Rubber PropertyInternationalHardnessD1418 Practice for Rubber and Rubber LaticesNomenclatureD2000 Classification System for Rubber Products in Auto-motive ApplicationsD2137 Test Methods for Rub

9、ber PropertyBrittleness Pointof Flexible Polymers and Coated FabricsD2240 Test Method for Rubber PropertyDurometer Hard-nessD3183 Practice for RubberPreparation of Pieces for TestPurposes from ProductsE4 Practices for Force Verification of Testing Machines3. Terminology3.1 Definitions:3.1.1 design l

10、oadthe mean compressive stress applied tothe area of the steel laminate.3.1.2 external load platea steel plate bonded to the top orbottom elastomeric surface of a bearing, or both.3.1.3 lotunless otherwise specified in the contract orpurchase order, a lot shall consist of a single type of bearing, o

11、fthe same design and material, submitted for inspection at thesame time.3.1.4 plain elastomeric bearing pada bearing that consistsonly of elastomeric material.3.1.5 plain elastomeric sandwich bearinga bearing thatconsists of a single layer of elastomeric material bonded to oneor two external load pl

12、ates (3.1.2).1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.32 onBridges and Structures.Current edition approved April 1, 2018. Published April 2018. Originallyapproved in 1981. Last previous editio

13、n approved in 2012 as D4014 03 (2012).DOI: 10.1520/D4014-03R18.2For 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 websit

14、e.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.6 steel-laminated elastomeric bearinga bearingmolded of elastomeric material with one or more st

15、eel lami-nates embedded in and bonded to it, and to which one or twoexternal load plates (3.1.2) may be bonded.4. Classification4.1 The bearings are furnished in four types as follows:4.1.1 Plain elastomeric bearing pad.4.1.2 Plain elastomeric sandwich bearing.4.1.3 Steel-laminated elastomeric beari

16、ng.4.1.4 Steel-laminated elastomeric bearing with external loadplate(s).NOTE 2Examples of the types of elastomeric bearing construction aregiven in Fig. 1.NOTE 3The adjective elastomeric is omitted in this specification whenreferring to bearing types.4.2 The elastomer for the manufacture of the bear

17、ing isfurnished in two types as follows:4.2.1 Type CRChloroprene rubber.4.2.2 Type NRNatural rubber.4.2.3 If none is specified, then the manufacturer shall useone of those types.NOTE 4Appendix X1 relates to elastomeric materials which do nothave fully documented in-service records or sufficiently wi

18、despread use,or both.NOTE 5The abbreviations for the elastomer types are taken fromPractice D1418.4.3 The elastomer for the manufacture of the bearing isfurnished in four grades of low-temperature properties. Thegrades and typical operating temperature conditions for eachgrade are as follows:4.3.1 G

19、rade 0Suitable for continuous use down to +5 C.4.3.2 Grade 2Sub-zero temperatures occur at night andoccasionally persist for no more than one or two days.4.3.3 Grade 3Same as Grade 2 but occasional periods ofup to two weeks continuously below zero.FIG. 1 Examples of the Construction of Elastomeric B

20、earingsD4014 03 (2018)24.3.4 Grade 5Sub-zero temperatures down to 40 C per-sisting for several months each year with up to two monthscontinuously below 15 C.4.3.5 If a grade is not specified, Grade 0 shall be furnished.An elastomer of a higher grade number may be substituted forany lower grade.NOTE

21、6A discussion of low-temperature properties of elastomericmaterials is given in Practice D832.NOTE 7The grade numbers for the low-temperature properties corre-spond to those in Table 6 of Classification D2000.5. Ordering Information5.1 Orders for each type of bearing under this specificationshall in

22、clude the following:5.1.1 Quantity,5.1.2 Bearing design,NOTE 8An example of the design information required is given inAppendix X2. Working drawings may be substituted.5.1.3 Design load,5.1.4 Shear modulus of the elastomer,5.1.5 Rubber type,5.1.6 Rubber grade, and5.1.7 Ozone test partial pressure, i

23、f higher than 50 mPa(formerly referred to as a concentration of 50 parts per hundredmillion (pphm).6. Materials and Manufacture6.1 The elastomeric compound used in the construction of abearing shall contain only either natural rubber or chloroprenerubber as the raw polymer. No reclaimed rubber shall

24、 be used.6.2 Internal steel laminates shall be of rolled mild steel.6.3 External load plates shall conform to the requirementsof Specification A36/A36M unless otherwise specified in thecontract or purchase order.6.4 Plain bearing pads shall be molded individually, or cutfrom previously molded strips

25、 or slabs, or extruded and cut tolength. Cutting shall produce a smooth surface and no heatingof the elastomer.6.5 A steel-laminated bearing or a plain sandwich bearingshall be molded as a single unit under pressure and heat.6.6 All bonding of elastomer to steel laminates and toexternal load plates

26、shall be carried out during molding. Theelastomer at the outer edges of bonds to external load platesshall be shaped to avoid serious stress concentrations (see Fig.1).6.7 Internal steel laminates shall be free of sharp edges.6.8 External load plates shall be protected from rustingwhen supplied by t

27、he manufacturer.6.9 All molds shall have a standard shop-practice moldfinish.7. Dimensions and Permissible Variations7.1 All elastomeric layers, for example, plain-bearing pads,laminates, and covers, shall be of uniform thickness unlessotherwise specified in the contract or purchase order.7.2 All in

28、ternal steel laminates shall be of uniform thick-ness. When specified in the contract or purchase order, thethickness of the outer steel laminates may differ if not adjacentto an external load plate (see Fig. 1).7.3 The minimum thickness of internal steel laminates shallbe 1.5 mm or 0.060 in. (16 ga

29、ge) when the greater of the lengthor width of a rectangular bearing or the diameter of a circularbearing is less than 450 mm or 18 in. In all other cases, theminimum thickness shall be 2 mm or 0.075 in. (14 gage).7.4 External load plates shall be of uniform thickness unlessotherwise specified in the

30、 contract or purchase order.7.5 Bearing dimensions and elastomer layer thicknessesshall satisfy the tolerances in Table 1, in which D is the length,width, or diameter as appropriate, and T is the total elastomerthickness.7.6 Variation from a plane parallel to a design surface shallnot exceed an aver

31、age slope of 0.005 for the upper surface and0.006 for a side surface.8. Test Methods and Acceptance Requirements8.1 Bearing Compression TestsAll bearings sampled froma lot shall be subjected to the compression tests. The cost ofreplacement bearings and of testing them shall be borne by thesupplier.8

32、.1.1 The bearings shall be brought to a temperature of 23 66 C and shall be tested at this temperature.8.1.2 Compression StiffnessLoad the bearing to the designload (3.1.1) by increments of one-fifth of the design load. Foreach load increment, the loading time shall be within the rangeof 1.4 to 2.6

33、min. When the increment has been applied, theload or deflection (depending on the type of testing machine)shall be maintained constant for 30 s then the load anddeflection measured. From a plot of load against deflection, thecompression stiffness shall be determined as the slope of thebest straight

34、line through the points, ignoring the first point atzero load. Record the compressive stiffness for each bearing.8.1.3 Visual InspectionIncrease the load to 1.5 times thedesign load, then maintain either load or deflection constantwhile the bearing is inspected for visual faults, as follows:8.1.3.1

35、If lack of elastomer to steel bond is indicated, thebearing shall be rejected.8.1.3.2 If laminate placement faults are observed whichresult in elastomer layer thickness that exceeds the tolerancesin 7.5, the bearing shall be rejected.TABLE 1 Tolerances for Bearing Dimensions and ElastomerLayer Thick

36、nessesDimensionToleranceMinimum MaximumLength, width or diameter ofbearing, mm (in.)0 5 (0.2) + 0.005DHeight of bearing, mm (in.) 0 2 (0.1) + 0.04TThickness of elastomercover at top, bottom or side,mm (in.)0 3 (0.1)Thickness of internal elas-tomer laminate, %20 % of designvalueD4014 03 (2018)38.1.3.

37、3 If there are at least three separate surface crackswhich are each at least 2 mm wide and 2 mm deep, the bearingshall be rejected.8.1.4 Record the median compressive stiffness (K)ofthebearing of median stiffness. The compressive stiffness of eachbearing tested shall not differ from (K) by more than

38、 10 %.8.1.5 For each bearing that fails to meet the requirements in8.1, two additional bearings may be sampled and shall meet allthe requirements in 8.1 or the lot shall be rejected.8.1.6 If the lot is not rejected, the bearing of medianstiffness (K) shall be subjected to the elastomeric material te

39、stsin 8.2.8.2 Elastomeric Material Tests:8.2.1 All test specimens used for the determination of theproperties of the vulcanized elastomeric material shall be takenfrom bearings (see Practice D3183). Tensile and hardnessspecimens for the quality control tests in 8.2.3, specimens forthe ozone resistan

40、ce test in 8.2.5, and strips for the low-temperature brittleness test in 8.2.6.1, if applicable, shallinclude an outer surface of a bearing.All other specimens shallbe taken from within the middle one-third of a bearing.Compression-set specimens shall be as specified in Test Meth-ods D395, Method B,

41、 Type 1.8.2.2 The temperature at which the tests shall be carried outshall be 23 6 2 C, except where otherwise specified in thisspecification.8.2.3 Quality Control PropertiesThe quality control prop-erties of the elastomer shall meet the requirements of Table 2for the hardness and type of rubber use

42、d.8.2.4 Shear ModulusThe shear modulus of the elastomerdetermined in accordance with Annex A1 shall not differ bymore than 615 % from the required shear modulus of theelastomer.8.2.5 Ozone ResistanceAn ozone resistance test shall becarried out on test strips mounted in accordance with procedureA of

43、Test Method D518. The test shall be carried out inaccordance with Test Methods D1149 at 20 % strain and at 406 2 C for 100 h. The ozone test partial pressure shall be 50 65 mPa, formerly referred to as a concentration of 50 6 5 pphm,unless a higher test partial pressure has been specified. The tests

44、trips shall be examined for cracks using a 7 magnificationlens. The elastomer has adequate ozone resistance if noperpendicular cracks are observed on that surface of the stripcorresponding to the outer surface of the bearing.8.2.6 Low-Temperature Grade Tests:8.2.6.1 When low-temperature Grade 2, 3,

45、or 5 is specified,a low-temperature brittleness test shall be carried out inaccordance with Test Methods D2137, Method A, using fivetest strips. The temperature at which the strips shall beconditioned and tested shall be 10 C for Grade 2, 25 C forGrade 3, and 40 C for Grade 5. To meet the requiremen

46、ts ofthis specification, none shall fail.9. Sampling9.1 Unless otherwise specified in the contract or purchaseorder, sampling shall consist of the following:9.1.1 For acceptance purposes, bearing from within the lotshall be selected at random as samples for inspection andtesting.9.1.2 A minimum of t

47、hree bearings shall be taken from thelot for testing. If the number of bearings in the lot exceeds 50,then for each 50, or part thereof, one additional bearing shall betaken for testing.10. Product Marking10.1 Every bearing shall be marked in indelible ink orflexible paint. The marking shall consist

48、 of the order number,lot number, bearing identification number, elastomer type, andgrade reference number.10.2 Unless otherwise specified in the contract or purchaseorder, the marking should be on a side face visible aftererection of the bridge.11. Precision and Bias11.1 No user is currently interes

49、ted in participating in around-robin test to verify precision and bias. As an alternative,two producers have agreed to run repeatability in their ownlaboratories.TABLE 2 Quality Control Properties of ElastomerRubber NR CRHardness limits (Test MethodD1415 or D2240)45 to 75 45 to 75Physical properties (Test MethodsD412):Tensile strength, min, MPa (psi) 15.5 (2250) 15.5 (2250)Ultimate elongation:45 to 55 hardness, min, % 400 40056 to 65 hardness, min, % 400 35066 to 75 hardness, min, % 300 300High-temperature resistance (TestMethod