ASTM D4070-2008 Standard Specification for Adhesive Lubricant for Installation of Preformed Elastomeric Bridge Compression Seals in Concrete Structures《混凝土结构用预制弹性桥梁压缩填缝料安装用粘结剂的标准规范.pdf

1、Designation: D 4070 08Standard Specification forAdhesive Lubricant for Installation of PreformedElastomeric Bridge Compression Seals in ConcreteStructures1This standard is issued under the fixed designation D 4070; the number immediately following the designation indicates the year oforiginal adopti

2、on or, in the case of revision, the 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 an adhesive lubricant forfacilitating the insert

3、ion and positioning of preformed elasto-meric bridge compression seals in either concrete or steel-facedjoints, and which bonds the seal to the joint faces to waterproofthe joint.2. Referenced Documents2.1 ASTM Standards:2D 1084 Test Methods for Viscosity of Adhesives3. General Requirements3.1 The a

4、dhesive lubricant shall be a one-component,moisture-curing, polyurethane compound extended with aro-matic hydrocarbon solvent. The compound shall provide ad-equate lubrication for insertion of the seal into the joint and, inthe actual field application, shall bond the seal to the joint facethroughou

5、t repeated cycles of expansion and contraction,effectively sealing the joint against infiltration of moisture.4. Physical Requirements4.1 The material shall conform to the physical propertiesdescribed in Table 1.5. Sampling5.1 Samples of the adhesive lubricant shall be 1 L (1 qt)consisting of a comp

6、osite taken from three or more separatecontainers chosen at random from the same batch. A batch orlot shall be considered as all finished material that wasmanufactured simultaneously or continuously as a unit prior topackaging. Each of the containers sampled shall be resealedand marked for identific

7、ation.5.2 Samples shall be taken at the point of manufacture orwarehouse prior to delivery, or at the point of delivery fromeach lot.6. Test Conditions6.1 Tests shall be conducted at standard laboratory condi-tions of 23 6 2C (73.4 6 3.6F). All materials and equipmentshall be held at these condition

8、s prior to test for a sufficienttime to assure equilibrium.7. Specimen Preparation7.1 Using a square-tipped spatula, thoroughly hand-mixapproximately 500 mL (1 pt) of lubricant adhesive in a roundcan for 1 min.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Mate

9、rials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers and Sealing Systems.Current edition approved July 1, 2008. Published July 2008. Originally approvedin 1981. Last previous edition approved in 1996 as D 4070 91 (1996)1which waswithdrawn in December 2004

10、and reinstated in July 2008.2For 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.TABLE 1 Physical RequirementsProp

11、erty RequirementsTestMethodSectionSolids content, min % 60 9.1Homogeneity shall be uniform, no lumps oragglomerates, no settlement inthe containerNoneViscosity, cP 20 000 to 300 000 9.2Shear ratio, min, for viscosity 9.2in the range of:20 000 to 100 000 cP 1.5100 001 to 200 000 cP 2.0200 001 to 300

12、000 cP 2.5Shear ratio, max 4.0 9.2Lubricating life, min, h 2 9.3Sag no sagging 9.4Peel strength test maximum length peeled fromconcrete within 3 min9.6500-g load none1000-g load 12 mm (12 in.)Shelf life for 6 months after manufacture,no skinning over and settling inthe container to the extent that i

13、tcannot be brought to a smoothuniform product by stirring1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.8. Apparatus8.1 OvenThe oven shall be a circulating air oven capableof maintaining temperature of 105 6 2C (221 6 4F).8.2 Viscom

14、eterIt shall be a Brookfield Model RVT vis-cometer with helipath stand and, TA, TB, TC, TD and TEspindles.8.3 Rubber StripsThe rubber strips shall be 150 mm (6in.) long, 25 mm (1 in.) wide and 1.5 mm (116 in.) thick, andshall be obtained from an outside wall of preformed elasto-meric bridge seal rep

15、resentative of the seal to be bonded withthe adhesive lubricant.8.4 Concrete Blocks, 200 by 200 by 75 mm (8 by 8 by 3 in.)and made of concrete similar to the concrete to which the sealis to be bonded. The blocks shall be cured for at least 14 daysin a moisture room followed by at least 7 days at nor

16、mallaboratory air condition. The test surface shall be smooth,freshly sandblasted before testing.8.5 Steel RollerA suitable 50 mm (2 in.) wide rollerweighing 4.5 kg (10 lb).8.6 Steel Blocks, 165 mm (612 in.) long by 50 mm (2 in.)wide weighing 4.5 kg (10 lb).8.7 WeightsA 500-g and a 1000-g weight sha

17、ll be pro-vided.8.8 Glass Plates, or smooth-surface paper test charts.38.9 Paint Film Applicator (doctor blade).9. Test Methods9.1 Solids Content:9.1.1 Place approximately 20 g of the adhesive in a coveredweighing bottle.9.1.2 Weigh a small aluminum foil drying dish together witha small glass stirri

18、ng rod to the nearest 1 mg. Weigh out to thenearest 1 mg approximately 112 g of the adhesive by differencefrom the weighing bottle into the dish, keeping the bottlecovered as much as possible. Distribute the adhesive uniformlyover the bottom of the dish in as thin a layer as possible bymeans of the

19、stirring rod.9.1.3 Place the dish with the rod and contents in a circulat-ing air oven at 105 6 2C (221 6 3.6F) for 3 h 6 5 min oruntil a constant weight is reached.9.1.4 Place the warm dish with rod and contents immedi-ately into a desiccator and allow to cool to room temperaturebefore weighing to

20、the nearest 1 mg.9.1.5 Calculate the percent solids content as follows:Solids content, % 5 Wr/Ws! 3 100 (1)where:Wr= weight of residue, g, andWs= weight of specimen, g.9.2 Viscosity and Shear Ratio:9.2.1 ViscosityDetermine the Brookfield viscosity of thematerial at 23 6 2C (73.4 6 3.6F) in accordanc

21、e withMethod B of Test Methods D 1084. Use Brookfield Viscometerwith the helipath stand and TA, TB, TC, TD, or TE spindles at5 rpm. Record viscosity in mPa.s (cP).9.2.2 Shear RatioWith the spindle used for the viscositydetermination, measure the viscosity of the material at 2.5 rpm;and then at 0.5 r

22、pm. Calculate shear ratio as follows:Shear Ratio 5 viscosity at 0.5 rpm/viscosity at 2.5 rpm (2)9.3 Lubricating LifeApply a 65 to 78 mm wide, by 150mm long, by 0.75 6 0.10 mm thick (212 to 3 in., by 6 in., by0.030 6 0.004 in.) strip of the lubricant adhesive to a glassplate or smooth-surface paper t

23、est chart using a film applicator.Test lubricating life by rubbing finger on coated chart at 30-minintervals. Record lubricating life as the time at which drag orfriction increases noticeably and material starts to thicken orbecome tacky.9.4 SagApply a 0.75 6 0.01-mm (0.030 6 0.004-in.)thick film of

24、 material to a glass plate or smooth-surface papertest chart in the manner as described in 9.3. Support glass plateor chart vertically with the 150-mm (6-in.) axis of the striphorizontal. After 1 h, check for sagging or running.9.5 Since a precision estimate for this test has not beendeveloped, this

25、 test method is to be used for research orinformational purposes only. Therefore, this test should not beused for acceptance or rejection of a material for purchasingpurposes.9.6 Peel Strength Test:9.6.1 Roughen one side of a 25-mm (1-in.) rubber strip witha coarse grinding wheel or other suitable m

26、eans. Apply a brushcoat of the freshly mixed lubricant adhesive to the roughenedsurface of the rubber strip and to the concrete block surface.9.6.2 Immediately place the coated surfaces together androll down the rubber strip with a 50-mm (2-in.) steel rollerweighing 4.5 kg (10 lb), making six single

27、 passes, each passrequiring about 2 s. Wipe excess material away from the edgesof the rubber strip. Place the 50 mm (2 in.) wide side of thesteel block on the strip. Cure specimen for 48 h.9.6.3 After curing, remove the steel block. Separate about25 mm (1 in.) of an end of the rubber strip from the

28、concrete.Support the specimen with the surface of the concrete block towhich the rubber strip is attached horizontal and facingdownward. Suspend a 500-g weight from the free end of therubber strip for 3 min. Remove the weight and carefullymeasure to the nearest 1 mm (116 in.), the distance the rubbe

29、rstrip was peeled from the concrete. Repeat using the 1000-gweight.9.6.4 Report results in millimetres (or inches or fractionthereof) peeled in 3 min. Should the specimen peel completelyin less than 3 min, report as 100 % peeled and record the time.9.6.5 Since a precision estimate for this standard

30、has notbeen developed, this test method is to be used for research orinformational purposes only. Therefore, this test should not beused for acceptance or rejection of a material for purchasingpurposes.10. Certification and Acceptance10.1 The acceptance of the adhesive lubricant shall be basedupon o

31、ne of the following procedures as specified by thepurchaser:3The sole sources of supply of the apparatus known to the committee at this timeare Smooth-surface paper test charts, available from Morest Co., 211 Centre St.,New York, NY 10013; and Leneta Co., P.O. Box 576, Ho Ho Kus, NJ 07423. If youare

32、 aware of alternative suppliers, please provide this information to ASTMInternational Headquarters. Your comments will receive careful consideration at ameeting of the responsible technical committee,1which you may attend.D407008210.1.1 A certification indicating conformance to the testrequirements.

33、 This shall consist of a copy of the manufacturerstest report or a statement by the seller, accompanied by a copyof the test results, that the material has been sampled, tested,and inspected in accordance with the provisions of the speci-fication. Each certification so furnished shall be signed by a

34、nauthorized agent of the seller or manufacturer.10.1.2 A certification by an independent testing agency oftest results indicating the material has been sampled, tested,and inspected in accordance with the provisions of the speci-fication. Each certification so furnished shall be signed by anauthoriz

35、ed agent of the testing agency.10.1.3 Testing by the purchaser of any or all properties inaccordance with the provisions of the specification.10.1.4 Any alternative method agreed upon by the pur-chaser and seller.11. Shelf Life11.1 Determination of a six month shelf life shall be left tothe examinat

36、ion by the purchaser in the field. If material doesnot meet requirements of Table 1 in the field at the time of use,it shall be rejected.12. Packaging and Package Marking12.1 PackagingThe material shall be packaged in 5 and25-L (1 and 5-gal) containers, so constructed as to ensureacceptance by commo

37、n carrier.12.2 Package MarkingContainers, and shipping contain-ers, shall be marked with the following information:12.2.1 Manufacturers name, address, product name, speci-fication designation, manufacturers batch or lot number, dateof manufacture, application instructions, special precautionsrequire

38、d because of product toxicity or flammability, and othersuch information pertinent to the proper storage and use of theproduct.13. Keywords13.1 adhesive lubricant; bridge compression seals; concretestructuresASTM International takes no position respecting the validity of any patent rights asserted i

39、n connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the r

40、esponsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive car

41、eful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM Internation

42、al, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).D4070083