ASTM D1752-2004a Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预制微孔橡胶与.pdf

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ASTM D1752-2004a Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预制微孔橡胶与.pdf_第1页
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ASTM D1752-2004a Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction《混凝土铺面和结构建筑用预制微孔橡胶与.pdf_第2页
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1、Designation: D 1752 04aStandard Specification forPreformed Sponge Rubber Cork and Recycled PVCExpansion Joint Fillers for Concrete Paving and StructuralConstruction1This standard is issued under the fixed designation D 1752; the number immediately following the designation indicates the year oforigi

2、nal 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.This standard has been approved for use by agencies of the Department of De

3、fense.1. Scope1.1 This specification covers preformed expansion jointfillers of the following four types for use in concrete, brick, orstone construction.1.1.1 Type ISponge rubber.1.1.2 Type IICork.1.1.3 Type IIISelf-expanding cork.1.1.4 Type IVRecycled PVC.1.2 The values stated in inch-pound units

4、are to be regardedas the standard.NOTE 1Attention is called to Specification D 994 and D 1751.2. Referenced Documents2.1 ASTM Standards:2D 545 Test Methods for Preformed Expansion Joint Fillersfor Concrete Construction (Nonextruding and ResilientTypes)D 994 Specification for Preformed Expansion Join

5、t Fillerfor Concrete (Bituminous Type)D 1751 Specification for Preformed Expansion Joint Fillerfor Concrete Paving and Structural Construction (Nonex-truding and Resilient Bituminous Types)3. Ordering Information3.1 Products conforming to this specification are manufac-tured in sheet form to a range

6、 of thicknesses:14 in.,38 in.,12in.,34 in., and 1 in. Sheet sizes may be 3 or 4 ft in width andlengths of 3, 5, 6, 10, or 12 ft. Purchaser must specify sheetsizes when ordering (excluding Type IVRecycled PVC).3.2 Joint filler in strip form is cut from the sheets asmanufactured. When ordering joint f

7、iller strips the purchasermust specify thickness, widths, and length; strip widths areavailable from 2 in. (50 mm) in increments of12 in. (13 mm).3.3 Type IV joint filler is available in strip form, cut fromthe sheets as manufactured, and available in a range ofthicknesses:14 in.,38 in.,12 in., or34

8、 in. When ordering jointfiller strips, the purchaser must specify thickness, widths, andlength; strip widths are available from 2 in. (50 mm) inincrements of12 in. (13 mm).4. Materials4.1 Sponge RubberThe joint filler shall consist of pre-formed strips of a durable, elastic sponge rubber compound,us

9、ing synthetic rubber or natural rubber as a base and contain-ing no reclaim rubber or factice. Unless otherwise specified,the sponge rubber shall have a cement gray color to blend withconcrete in appearance.4.2 Cork and Self-Expanding CorkThe joint filler shallconsist of preformed strips that have b

10、een formed from cleangranulated cork particles securely bound together by a syn-thetic resin of an insoluble nature.4.3 Recycled PVCThe joint filler shall consist of pre-formed strips that have been extruded using scrap PVCmaterial and using either no binder or a synthetic resin of aninsoluble natur

11、e to securely bind it together. Unless otherwisespecified, the recycled PVC should have a cement gray color toblend with concrete in appearance.4.4 Preformed strips of expansion joint fillers shall be ofsuch character as not to be deformed or broken by ordinaryhandling when exposed to atmospheric co

12、nditions. Pieces ofthe joint filler which have been damaged shall be rejected.5. Requirements5.1 Test SpecimenThe sample to be tested shall be cutfrom the sheet, as manufactured, and shall be representative ofthe sheet stock.5.2 RecoveryThe test specimen shall be compressed to50 % of its thickness b

13、efore test. The load shall be releasedimmediately after application. At the end of 10 min afterrelease of application of the load, the specimen shall haverecovered to at least 90 % of its thickness before test.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Mate

14、rials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers, and Sealing Systems.Current edition approved June 1, 2004. Published June 2004. Originallyapproved in 1960. Last previous edition approved in 2004 as D 1752 04.2For referenced ASTM standards, visit the

15、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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, Un

16、ited States.5.2.1 In case of failure to comply with the above require-ments, the test specimen shall be given three applications of aload sufficient to compress the material to 50 % of its thicknessbefore test. The load shall be released immediately after eachapplication. At the end of 1 h after the

17、 third application, thespecimen shall have recovered to at least 90 % of its thicknessbefore test.5.3 CompressionThe load required to compress the testspecimen to 50 % of its thickness before test shall be not lessthan 50 nor greater than 1500 psi (0.34 to 10.35 MPa).5.4 ExtrusionThe test specimen s

18、hall be compressed to50 % of its thickness before test with three of the edgesrestrained. The amount of extrusion of the free edge shall notexceed 0.25 in. (6.4 mm).5.5 ExpansionIn the case of self-expanding cork (TypeIII) expansion joint filler only, the test specimen after beingimmersed in boiling

19、 water for 1 h, shall have a final thicknessnot less than 140 % of the thickness before test. Discolorationof the water shall not be considered an indication of failure.5.6 Boiling in Hydrochloric AcidIn the case of cork andself-expanding cork (Types II and III) expansion joint fillersonly, the test

20、 specimen shall show no evidence of seriousdisintegration. Discoloration, or a small amount of swelling,shall not be considered as failure. The test specimens shall beexamined immediately after the end of the boiling period andshall be rejected for any of the following evidences ofdisintegration: (1

21、) particles of cork dislodged during theboiling period, (2) specimen lacks resiliency, is very friable,and easily broken to pieces, or (3) surface of specimen appearsporous and particles of cork are easily dislodged by rubbingwith fingers. Particles of cork dislodged from edges cut duringpreparation

22、 of the specimen should not be considered asconstituting failure under this requirement.5.7 DensityIn the case of sponge rubber (Type I) expan-sion joint filler only, the density of the air dry filler shall not beless than 30 lb/ft3(480 kg/m3).5.7.1 In the case of recycled PVC (Type IV) expansion jo

23、intfiller only, the density by the dry unit weight test should not beless than 50 lb/ft3.6. Dimensions and Permissible Variations6.1 The preformed strips shall conform to the dimensionsspecified or shown on the plans. Strips of the joint filler whichdo not conform to the specified dimensions, within

24、 the permis-sible variations of +116 in. (1.6 mm) in thickness, 618 in. (3.2mm) in depth, and 614 in. (6.4 mm) in length shall be rejected.7. Sampling7.1 Size and Number of SamplesEach sample shall consistof sufficient material to provide at least five test specimensmeasuring 412 by 412 in. (114 by

25、114 mm). One representativesample, approximately 2 ft2, shall be selected from eachshipment of 1000 ft2or fraction thereof.7.2 For self-expanding cork joint filler, a minimum of five412 by 412 in. (114 by 114 mm) square specimens properlybanded and plastic wrapped at the point of manufacture shallbe

26、 submitted for testing.7.3 Samples shall be packaged for safe transportation to thetesting agency in such a manner that there will be no danger ofdistortion or breakage.8. Test Methods8.1 Determine the properties prescribed in this specificationin accordance with Test Methods D 545.9. Rejection and

27、Retest9.1 Material that fails to conform to the requirements of thisspecification may be rejected. Rejection should be reported tothe manufacturer or supplier promptly and in writing. In caseof dissatisfaction with the results of the test, the manufactureror supplier may request retesting.10. Packag

28、ing10.1 Preformed expansion joint filler in sheets or stripsshould be stored and transported on pallets or suitable flatsurface to prevent breakage and permanent deformation due toweather conditions.10.2 Self-expanding cork filler shall be wrapped in water-proof paper, sealed in a manner that will p

29、revent the entranceof moisture, and packaged in sizes convenient for handling onthe job.11. Keywords11.1 construction; cork; expansion; joint; paving; pre-formed; PVC; recycled; rubber; sponge; structuralASTM International takes no position respecting the validity of any patent rights asserted in co

30、nnection 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 respo

31、nsible 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 careful

32、 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 International,

33、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).D 1752 04a2

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